INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4474004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 462,298.38 100.0000% 2 35-1995838 NFH, INC. $ 462,904.40 100.1310% 3 35-1801998 CLR, INC. $ 469,614.21 101.5824% 4 35-1778543 DURCHOLZ EXCAVATING & CONSTRUCTION COMPANY, INC. $ 526,599.13 113.9089% 5 35-1878024 RAGLE, INC. $ 554,672.80 119.9815% 6 61-1013120 T & C CONTRACTING, INC. $ 574,656.88 124.3043% 7 35-1616373 OXLEY, SAM & COMPANY $ 754,580.37 163.2236% 8 35-1636776 LINKEL COMPANY $ 896,400.00 193.9007% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1995838 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |NFH, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1150.00000 13800.00| 1125.00000 13500.00| 900.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10800.00000 10800.00| 4500.00000 4500.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 23000.00000 23000.00| 23400.00000 23400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 9400.00000 9400.00| 4650.00000 4650.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 150.000 m | 3.25000 487.50| 11.75000 1762.50| 6.00000 900.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 18500.00000 18500.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 181.000 m2 | 8.00000 1448.00| 12.00000 2172.00| 11.50000 2081.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1692.000 m3 | 8.25000 13959.00| 9.00000 15228.00| 13.00000 21996.00 EXCAVATION, COMMON | | | 0009 203-02045 67.000 m3 | 3.50000 234.50| 20.00000 1340.00| 13.00000 871.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-51223 75.000 m3 | 10.00000 750.00| 20.00000 1500.00| 20.00000 1500.00 EXCAVATION, WATERWAY | | | 0011 205-02229 96.000 m | 12.65000 1214.40| 15.00000 1440.00| 12.00000 1152.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1995838 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |NFH, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02234 3.000 EACH| 85.00000 255.00| 100.00000 300.00| 80.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51220 185.000 m3 | 40.00000 7400.00| 22.00000 4070.00| 40.00000 7400.00 EXCAVATION, WET | | | 0014 206-51225 58.000 m3 | 30.00000 1740.00| 15.00000 870.00| 40.00000 2320.00 EXCAVATION, DRY | | | 0015 211-02050 320.000 m3 | 18.00000 5760.00| 23.50000 7520.00| 22.00000 7040.00 B BORROW | | | 0016 211-02060 308.000 m3 | 28.00000 8624.00| 23.50000 7238.00| 43.00000 13244.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 12.000 m3 | 115.00000 1380.00| 125.00000 1500.00| 275.00000 3300.00 FLOWABLE MORTAR | | | 0018 303-52308 2099.000 Mg | 18.00000 37782.00| 14.25000 29910.75| 15.00000 31485.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 502.500 Mg | 42.55000 21381.38| 50.50000 25376.25| 42.00000 21105.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 778.000 Mg | 42.55000 33103.90| 50.00000 38900.00| 42.00000 32676.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 195.000 Mg | 40.92000 7979.40| 69.35000 13523.25| 39.00000 7605.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 404-05511 448.000 m2 | 5.70000 2553.60| 7.99000 3579.52| 5.50000 2464.00 SEAL COAT, 2 | | | 0023 405-05518 1993.000 m2 | 3.50000 6975.50| 0.78000 1554.54| 3.10000 6178.30 ASPHALT FOR PRIME COAT | | | 0024 406-05521 3863.000 m2 | 1.32000 5099.16| 0.12000 463.56| 1.25000 4828.75 ASPHALT FOR TACK COAT | | | 0025 601-01269 4.000 EACH| 605.00000 2420.00| 475.00000 1900.00| 465.00000 1860.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0026 601-01626 1.000 EACH| 1570.00000 1570.00| 1865.00000 1865.00| 1850.00000 1850.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0027 601-01700 1.000 EACH| 1885.00000 1885.00| 1620.00000 1620.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-02206 122.000 m | 24.75000 3019.50| 30.00000 3660.00| 25.00000 3050.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0029 601-02800 4.000 EACH| 945.00000 3780.00| 825.00000 3300.00| 815.00000 3260.00 GUARDRAIL TRANSITION, TGT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1995838 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |NFH, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-06037 2.000 EACH| 630.00000 1260.00| 590.00000 1180.00| 595.00000 1190.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 198.120 m | 36.50000 7231.38| 33.00000 6537.96| 33.00000 6537.96 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-05527 62.000 Mg | 94.00000 5828.00| 75.00000 4650.00| 90.00000 5580.00 HMA FOR APPROACHES | | | 0033 615-06490 20.000 EACH| 100.00000 2000.00| 125.00000 2500.00| 110.00000 2200.00 RIGHT OF WAY MARKER | | | 0034 615-06505 1.000 EACH| 415.00000 415.00| 500.00000 500.00| 400.00000 400.00 MONUMENT, B | | | 0035 616-02320 479.000 m2 | 2.00000 958.00| 2.10000 1005.90| 3.25000 1556.75 GEOTEXTILES | | | 0036 616-06405 446.000 Mg | 20.00000 8920.00| 19.75000 8808.50| 19.00000 8474.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 400.00000 800.00| 680.00000 1360.00| 420.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01743 20.000 kg | 9.75000 195.00| 12.25000 245.00| 10.00000 200.00 SEED MIXTURE, GRASS, 2 | | | 0039 621-06545 0.700 Mg | 400.00000 280.00| 670.00000 469.00| 450.00000 315.00 FERTILIZER | | | 0040 621-06548 3.300 kg | 40.00000 132.00| 48.00000 158.40| 42.00000 138.60 SEED MIXTURE, CV | | | 0041 621-06553 56.000 kg | 7.00000 392.00| 10.65000 596.40| 9.00000 504.00 SEED MIXTURE, R | | | 0042 621-06557 34.000 kg | 12.00000 408.00| 13.95000 474.30| 15.00000 510.00 SEED MIXTURE, T | | | 0043 621-06565 4.700 Mg | 400.00000 1880.00| 60.60000 284.82| 420.00000 1974.00 MULCHING MATERIAL | | | 0044 621-06567 13.000 kL | 0.17000 2.21| 1.00000 13.00| 0.25000 3.25 WATER | | | 0045 621-06574 664.000 m2 | 3.25000 2158.00| 4.25000 2822.00| 3.25000 2158.00 SODDING | | | 0046 621-52448 6.000 EACH| 20.00000 120.00| 45.00000 270.00| 21.00000 126.00 SIGN, DO NOT SPRAY | | | 0047 622-52436 8.000 EACH| 20.00000 160.00| 45.00000 360.00| 21.00000 168.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 150.000 EACH| 10.00000 1500.00| 12.18000 1827.00| 10.50000 1575.00 SEEDLING | | | 0049 702-51005 20.000 m3 | 780.00000 15600.00| 580.00000 11600.00| 500.00000 10000.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1995838 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |NFH, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 702-51015 43.600 m3 | 400.00000 17440.00| 475.00000 20710.00| 260.00000 11336.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 4038.000 kg | 1.60000 6460.80| 1.25000 5047.50| 1.75000 7066.50 REINFORCING STEEL | | | 0052 706-03473 16.500 m | 460.00000 7590.00| 475.00000 7837.50| 470.00000 7755.00 BRIDGE RAILING, CURB MOUNT, 3 TUBE | | | 0053 713-51335 LUMP| 41000.00000 41000.00| 47800.00000 47800.00| 50000.00000 50000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0054 714-04733 10.670 m | 5665.00000 60445.55| 6150.00000 65620.50| 7120.00000 75970.40 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 7300 mm X 3050 mm | | | 0055 715-05708 43.000 m | 60.00000 2580.00| 75.00000 3225.00| 45.00000 1935.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0056 715-06484 22.000 m | 200.00000 4400.00| 110.00000 2420.00| 175.00000 3850.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 900 mm | | | 0057 715-06487 32.800 m | 60.00000 1968.00| 75.00000 2460.00| 45.00000 1476.00 PIPE, REINFORCED CONCRETE, II, D0.3=60, | | | 375 mm | | | 0058 715-46005 4.000 EACH| 300.00000 1200.00| 325.00000 1300.00| 155.00000 620.00 PIPE END SECTION, 375 mm | | | 0059 715-46040 2.000 EACH| 850.00000 1700.00| 750.00000 1500.00| 700.00000 1400.00 PIPE END SECTION, 900 mm | | | 0060 718-03277 359.000 m | 11.50000 4128.50| 12.00000 4308.00| 9.00000 3231.00 PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0061 718-52610 108.000 m3 | 30.75000 3321.00| 30.00000 3240.00| 30.00000 3240.00 AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 674.000 m2 | 2.00000 1348.00| 2.00000 1348.00| 1.50000 1011.00 GEOTEXTILES FOR UNDERDRAIN | | | 0065 801-04308 2.000 EACH| 367.50000 735.00| 260.00000 520.00| 250.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 10.000 EACH| 210.00000 2100.00| 62.00000 620.00| 60.00000 600.00 BARRICADE, IIIA | | | 0067 801-06640 16.000 EACH| 84.00000 1344.00| 62.00000 992.00| 60.00000 960.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 12.000 EACH| 42.00000 504.00| 33.00000 396.00| 30.00000 360.00 CONSTRUCTION SIGN, B | | | 0072 802-76020 2.000 m2 | 246.00000 492.00| 225.00000 450.00| 210.00000 420.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1995838 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |NFH, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-76055 25.000 m | 13.75000 343.75| 15.00000 375.00| 14.00000 350.00 SIGN POST, A | | | 0074 804-06770 12.000 EACH| 18.90000 226.80| 20.00000 240.00| 17.00000 204.00 DELINEATOR POST | | | 0075 808-06713 470.000 m | 0.97000 455.90| 0.70000 329.00| 0.68000 319.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 520.000 m | 0.97000 504.40| 0.70000 364.00| 0.68000 353.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-06726 8.000 m | 10.50000 84.00| 10.00000 80.00| 7.25000 58.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0078 801-06203 1695.000 m | 1.05000 1779.75| 0.65000 1101.75| 0.60000 1017.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 1107.000 m | 3.50000 3874.50| 3.50000 3874.50| 3.00000 3321.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06606 4.000 EACH| 265.00000 1060.00| 100.00000 400.00| 87.00000 348.00 BARRICADE, IIIB | | | 0081 808-06716 340.000 m | 3.15000 1071.00| 3.50000 1190.00| 3.25000 1105.00 LINE, REMOVE | | | SECTION TOTALS | $ 462,298.38| $ 462,904.40| $ 469,614.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 462,298.38| $ 462,904.40| $ 469,614.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778543 |(5) 35-1878024 |(6) 61-1013120 |DURCHOLZ EXCAVATING & CONSTU|RAGLE, INC. |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 800.00000 9600.00| 1500.00000 18000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11500.00000 11500.00| 8000.00000 8000.00| 9450.00000 9450.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 27000.00000 27000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 150.000 m | 8.00000 1200.00| 7.00000 1050.00| 3.00000 450.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 30000.00000 30000.00| 44500.00000 44500.00| 21000.00000 21000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 181.000 m2 | 8.80000 1592.80| 7.50000 1357.50| 7.25000 1312.25 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1692.000 m3 | 6.00000 10152.00| 16.00000 27072.00| 16.00000 27072.00 EXCAVATION, COMMON | | | 0009 203-02045 67.000 m3 | 7.00000 469.00| 5.00000 335.00| 30.00000 2010.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-51223 75.000 m3 | 8.00000 600.00| 5.00000 375.00| 12.90000 967.50 EXCAVATION, WATERWAY | | | 0011 205-02229 96.000 m | 10.00000 960.00| 10.00000 960.00| 12.65000 1214.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 3.000 EACH| 10.00000 30.00| 90.00000 270.00| 85.00000 255.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51220 185.000 m3 | 8.00000 1480.00| 20.00000 3700.00| 8.70000 1609.50 EXCAVATION, WET | | | 0014 206-51225 58.000 m3 | 6.00000 348.00| 10.00000 580.00| 8.30000 481.40 EXCAVATION, DRY | | | 0015 211-02050 320.000 m3 | 11.00000 3520.00| 12.00000 3840.00| 35.00000 11200.00 B BORROW | | | 0016 211-02060 308.000 m3 | 15.00000 4620.00| 28.00000 8624.00| 39.00000 12012.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 12.000 m3 | 300.00000 3600.00| 150.00000 1800.00| 91.00000 1092.00 FLOWABLE MORTAR | | | 0018 303-52308 2099.000 Mg | 22.00000 46178.00| 15.00000 31485.00| 18.00000 37782.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 502.500 Mg | 48.60000 24421.50| 40.50000 20351.25| 40.50000 20351.25 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778543 |(5) 35-1878024 |(6) 61-1013120 |DURCHOLZ EXCAVATING & CONSTU|RAGLE, INC. |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05474 778.000 Mg | 48.60000 37810.80| 40.50000 31509.00| 40.50000 31509.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 195.000 Mg | 46.80000 9126.00| 39.00000 7605.00| 39.00000 7605.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 404-05511 448.000 m2 | 6.54000 2929.92| 5.45000 2441.60| 5.45000 2441.60 SEAL COAT, 2 | | | 0023 405-05518 1993.000 m2 | 3.96000 7892.28| 3.30000 6576.90| 3.30000 6576.90 ASPHALT FOR PRIME COAT | | | 0024 406-05521 3863.000 m2 | 1.50000 5794.50| 1.25000 4828.75| 1.25000 4828.75 ASPHALT FOR TACK COAT | | | 0025 601-01269 4.000 EACH| 592.00000 2368.00| 455.00000 1820.00| 575.00000 2300.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0026 601-01626 1.000 EACH| 1397.00000 1397.00| 1785.00000 1785.00| 1495.00000 1495.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0027 601-01700 1.000 EACH| 1648.00000 1648.00| 1550.00000 1550.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-02206 122.000 m | 38.00000 4636.00| 24.00000 2928.00| 23.46000 2862.12 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0029 601-02800 4.000 EACH| 935.00000 3740.00| 780.00000 3120.00| 900.00000 3600.00 GUARDRAIL TRANSITION, TGT | | | 0030 601-06037 2.000 EACH| 633.00000 1266.00| 565.00000 1130.00| 600.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 198.120 m | 38.00000 7528.56| 31.65000 6270.50| 34.59000 6852.97 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-05527 62.000 Mg | 49.00000 3038.00| 130.00000 8060.00| 89.50000 5549.00 HMA FOR APPROACHES | | | 0033 615-06490 20.000 EACH| 116.00000 2320.00| 107.00000 2140.00| 95.00000 1900.00 RIGHT OF WAY MARKER | | | 0034 615-06505 1.000 EACH| 400.00000 400.00| 385.00000 385.00| 395.00000 395.00 MONUMENT, B | | | 0035 616-02320 479.000 m2 | 3.00000 1437.00| 2.00000 958.00| 5.70000 2730.30 GEOTEXTILES | | | 0036 616-06405 446.000 Mg | 20.00000 8920.00| 18.00000 8028.00| 26.00000 11596.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 780.00000 1560.00| 650.00000 1300.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778543 |(5) 35-1878024 |(6) 61-1013120 |DURCHOLZ EXCAVATING & CONSTU|RAGLE, INC. |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01743 20.000 kg | 14.00000 280.00| 11.65000 233.00| 9.75000 195.00 SEED MIXTURE, GRASS, 2 | | | 0039 621-06545 0.700 Mg | 768.00000 537.60| 640.00000 448.00| 400.00000 280.00 FERTILIZER | | | 0040 621-06548 3.300 kg | 54.00000 178.20| 45.00000 148.50| 40.00000 132.00 SEED MIXTURE, CV | | | 0041 621-06553 56.000 kg | 13.00000 728.00| 10.20000 571.20| 7.00000 392.00 SEED MIXTURE, R | | | 0042 621-06557 34.000 kg | 16.00000 544.00| 13.35000 453.90| 12.00000 408.00 SEED MIXTURE, T | | | 0043 621-06565 4.700 Mg | 700.00000 3290.00| 580.00000 2726.00| 400.00000 1880.00 MULCHING MATERIAL | | | 0044 621-06567 13.000 kL | 1.20000 15.60| 1.00000 13.00| 0.17000 2.21 WATER | | | 0045 621-06574 664.000 m2 | 4.75000 3154.00| 3.95000 2622.80| 3.25000 2158.00 SODDING | | | 0046 621-52448 6.000 EACH| 29.00000 174.00| 24.00000 144.00| 20.00000 120.00 SIGN, DO NOT SPRAY | | | 0047 622-52436 8.000 EACH| 29.00000 232.00| 24.00000 192.00| 20.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 150.000 EACH| 14.00000 2100.00| 8.00000 1200.00| 10.00000 1500.00 SEEDLING | | | 0049 702-51005 20.000 m3 | 450.00000 9000.00| 800.00000 16000.00| 840.00000 16800.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 43.600 m3 | 450.00000 19620.00| 600.00000 26160.00| 565.00000 24634.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 4038.000 kg | 1.00000 4038.00| 1.80000 7268.40| 1.60000 6460.80 REINFORCING STEEL | | | 0052 706-03473 16.500 m | 425.00000 7012.50| 520.00000 8580.00| 437.58000 7220.07 BRIDGE RAILING, CURB MOUNT, 3 TUBE | | | 0053 713-51335 LUMP| 100000.00000 100000.00| 65000.00000 65000.00| 76400.00000 76400.00 TEMPORARY BRIDGE AND APPROACHES | | | 0054 714-04733 10.670 m | 7011.00000 74807.37| 10000.00000 106700.00| 10500.00000 112035.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 7300 mm X 3050 mm | | | 0055 715-05708 43.000 m | 24.00000 1032.00| 60.00000 2580.00| 115.00000 4945.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0056 715-06484 22.000 m | 81.00000 1782.00| 180.00000 3960.00| 200.00000 4400.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778543 |(5) 35-1878024 |(6) 61-1013120 |DURCHOLZ EXCAVATING & CONSTU|RAGLE, INC. |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-06487 32.800 m | 26.00000 852.80| 60.00000 1968.00| 132.00000 4329.60 PIPE, REINFORCED CONCRETE, II, D0.3=60, | | | 375 mm | | | 0058 715-46005 4.000 EACH| 450.00000 1800.00| 150.00000 600.00| 400.00000 1600.00 PIPE END SECTION, 375 mm | | | 0059 715-46040 2.000 EACH| 1250.00000 2500.00| 550.00000 1100.00| 650.00000 1300.00 PIPE END SECTION, 900 mm | | | 0060 718-03277 359.000 m | 2.00000 718.00| 9.00000 3231.00| 16.30000 5851.70 PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0061 718-52610 108.000 m3 | 20.00000 2160.00| 25.00000 2700.00| 37.50000 4050.00 AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 674.000 m2 | 3.00000 2022.00| 2.00000 1348.00| 2.75000 1853.50 GEOTEXTILES FOR UNDERDRAIN | | | 0065 801-04308 2.000 EACH| 385.00000 770.00| 250.00000 500.00| 350.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 10.000 EACH| 220.00000 2200.00| 75.00000 750.00| 200.00000 2000.00 BARRICADE, IIIA | | | 0067 801-06640 16.000 EACH| 88.00000 1408.00| 59.00000 944.00| 80.00000 1280.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 12.000 EACH| 44.00000 528.00| 29.00000 348.00| 40.00000 480.00 CONSTRUCTION SIGN, B | | | 0072 802-76020 2.000 m2 | 260.00000 520.00| 202.00000 404.00| 234.13000 468.26 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0073 802-76055 25.000 m | 14.50000 362.50| 13.70000 342.50| 12.96000 324.00 SIGN POST, A | | | 0074 804-06770 12.000 EACH| 20.00000 240.00| 17.00000 204.00| 18.00000 216.00 DELINEATOR POST | | | 0075 808-06713 470.000 m | 1.02000 479.40| 0.67000 314.90| 0.92000 432.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 520.000 m | 1.02000 530.40| 0.67000 348.40| 0.92000 478.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-06726 8.000 m | 11.00000 88.00| 7.00000 56.00| 9.90000 79.20 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0078 801-06203 1695.000 m | 1.02000 1728.90| 0.59000 1000.05| 0.99000 1678.05 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 1107.000 m | 3.50000 3874.50| 2.95000 3265.65| 3.25000 3597.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778543 |(5) 35-1878024 |(6) 61-1013120 |DURCHOLZ EXCAVATING & CONSTU|RAGLE, INC. |T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-06606 4.000 EACH| 654.50000 2618.00| 81.00000 324.00| 250.00000 1000.00 BARRICADE, IIIB | | | 0081 808-06716 340.000 m | 3.50000 1190.00| 3.20000 1088.00| 3.00000 1020.00 LINE, REMOVE | | | SECTION TOTALS | $ 526,599.13| $ 554,672.80| $ 574,656.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 526,599.13| $ 554,672.80| $ 574,656.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1616373 |(8) 35-1636776 | |OXLEY, SAM & COMPANY |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 12.000 MOS | 1150.00000 13800.00| 1500.00000 18000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15395.00000 15395.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32515.00000 32515.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12558.00000 12558.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 150.000 m | 3.30000 495.00| 5.00000 750.00| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 181.000 m2 | 15.00000 2715.00| 5.00000 905.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 1692.000 m3 | 23.79000 40252.68| 15.00000 25380.00| EXCAVATION, COMMON | | | 0009 203-02045 67.000 m3 | 110.00000 7370.00| 25.00000 1675.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-51223 75.000 m3 | 16.50000 1237.50| 100.00000 7500.00| EXCAVATION, WATERWAY | | | 0011 205-02229 96.000 m | 20.00000 1920.00| 16.00000 1536.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 3.000 EACH| 100.00000 300.00| 55.00000 165.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51220 185.000 m3 | 30.00000 5550.00| 90.00000 16650.00| EXCAVATION, WET | | | 0014 206-51225 58.000 m3 | 17.00000 986.00| 30.00000 1740.00| EXCAVATION, DRY | | | 0015 211-02050 320.000 m3 | 25.34000 8108.80| 15.00000 4800.00| B BORROW | | | 0016 211-02060 308.000 m3 | 26.00000 8008.00| 25.00000 7700.00| B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 12.000 m3 | 90.00000 1080.00| 35.00000 420.00| FLOWABLE MORTAR | | | 0018 303-52308 2099.000 Mg | 22.27000 46744.73| 20.00000 41980.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 402-05468 502.500 Mg | 53.25000 26758.13| 45.00000 22612.50| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1616373 |(8) 35-1636776 | |OXLEY, SAM & COMPANY |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05474 778.000 Mg | 50.50000 39289.00| 45.00000 35010.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 195.000 Mg | 73.00000 14235.00| 50.00000 9750.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0022 404-05511 448.000 m2 | 8.42000 3772.16| 2.00000 896.00| SEAL COAT, 2 | | | 0023 405-05518 1993.000 m2 | 0.83000 1654.19| 1.00000 1993.00| ASPHALT FOR PRIME COAT | | | 0024 406-05521 3863.000 m2 | 0.11000 424.93| 1.00000 3863.00| ASPHALT FOR TACK COAT | | | 0025 601-01269 4.000 EACH| 732.50000 2930.00| 1500.00000 6000.00| GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY PIPE AND APPROACHES | | | 0026 601-01626 1.000 EACH| 1644.50000 1644.50| 2000.00000 2000.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0027 601-01700 1.000 EACH| 1974.50000 1974.50| 2000.00000 2000.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-02206 122.000 m | 25.80000 3147.60| 30.00000 3660.00| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0029 601-02800 4.000 EACH| 990.00000 3960.00| 1500.00000 6000.00| GUARDRAIL TRANSITION, TGT | | | 0030 601-06037 2.000 EACH| 660.00000 1320.00| 800.00000 1600.00| GUARDRAIL END TREATMENT, I | | | 0031 601-99105 198.120 m | 38.00000 7528.56| 38.00000 7528.56| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-05527 62.000 Mg | 74.85000 4640.70| 66.00000 4092.00| HMA FOR APPROACHES | | | 0033 615-06490 20.000 EACH| 104.50000 2090.00| 150.00000 3000.00| RIGHT OF WAY MARKER | | | 0034 615-06505 1.000 EACH| 434.50000 434.50| 400.00000 400.00| MONUMENT, B | | | 0035 616-02320 479.000 m2 | 3.25000 1556.75| 5.00000 2395.00| GEOTEXTILES | | | 0036 616-06405 446.000 Mg | 20.50000 9143.00| 45.00000 20070.00| RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 726.00000 1452.00| 800.00000 1600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1616373 |(8) 35-1636776 | |OXLEY, SAM & COMPANY |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01743 20.000 kg | 10.78000 215.60| 20.00000 400.00| SEED MIXTURE, GRASS, 2 | | | 0039 621-06545 0.700 Mg | 638.00000 446.60| 600.00000 420.00| FERTILIZER | | | 0040 621-06548 3.300 kg | 49.50000 163.35| 70.00000 231.00| SEED MIXTURE, CV | | | 0041 621-06553 56.000 kg | 10.12000 566.72| 8.00000 448.00| SEED MIXTURE, R | | | 0042 621-06557 34.000 kg | 10.56000 359.04| 20.00000 680.00| SEED MIXTURE, T | | | 0043 621-06565 4.700 Mg | 544.50000 2559.15| 400.00000 1880.00| MULCHING MATERIAL | | | 0044 621-06567 13.000 kL | 1.10000 14.30| 10.00000 130.00| WATER | | | 0045 621-06574 664.000 m2 | 7.34000 4873.76| 5.00000 3320.00| SODDING | | | 0046 621-52448 6.000 EACH| 25.30000 151.80| 38.00000 228.00| SIGN, DO NOT SPRAY | | | 0047 622-52436 8.000 EACH| 25.30000 202.40| 48.00000 384.00| SIGN, DO NOT MOW OR SPRAY | | | 0048 622-91786 150.000 EACH| 12.65000 1897.50| 10.00000 1500.00| SEEDLING | | | 0049 702-51005 20.000 m3 | 1200.00000 24000.00| 900.00000 18000.00| CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 43.600 m3 | 493.50000 21516.60| 800.00000 34880.00| CONCRETE, B, FOOTINGS | | | 0051 703-51030 4038.000 kg | 1.90000 7672.20| 2.00000 8076.00| REINFORCING STEEL | | | 0052 706-03473 16.500 m | 481.34000 7942.11| 400.00000 6600.00| BRIDGE RAILING, CURB MOUNT, 3 TUBE | | | 0053 713-51335 LUMP| 161530.00000 161530.00| 190263.94000 190263.94| TEMPORARY BRIDGE AND APPROACHES | | | 0054 714-04733 10.670 m | 12000.00000 128040.00| 16000.00000 170720.00| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 7300 mm X 3050 mm | | | 0055 715-05708 43.000 m | 117.57000 5055.51| 150.00000 6450.00| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 375 mm | | | 0056 715-06484 22.000 m | 258.44000 5685.68| 250.00000 5500.00| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1616373 |(8) 35-1636776 | |OXLEY, SAM & COMPANY |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-06487 32.800 m | 122.60000 4021.28| 100.00000 3280.00| PIPE, REINFORCED CONCRETE, II, D0.3=60, | | | 375 mm | | | 0058 715-46005 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| PIPE END SECTION, 375 mm | | | 0059 715-46040 2.000 EACH| 700.00000 1400.00| 650.00000 1300.00| PIPE END SECTION, 900 mm | | | 0060 718-03277 359.000 m | 8.20000 2943.80| 15.00000 5385.00| PIPE, UNDERDRAIN, CORRUGATED PLASTIC, | | | PERFORATED, 150mm | | | 0061 718-52610 108.000 m3 | 37.00000 3996.00| 35.00000 3780.00| AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 674.000 m2 | 1.50000 1011.00| 5.00000 3370.00| GEOTEXTILES FOR UNDERDRAIN | | | 0065 801-04308 2.000 EACH| 385.00000 770.00| 700.00000 1400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06605 10.000 EACH| 220.00000 2200.00| 150.00000 1500.00| BARRICADE, IIIA | | | 0067 801-06640 16.000 EACH| 88.00000 1408.00| 175.00000 2800.00| CONSTRUCTION SIGN, A | | | 0070 801-06645 12.000 EACH| 44.00000 528.00| 80.00000 960.00| CONSTRUCTION SIGN, B | | | 0072 802-76020 2.000 m2 | 257.54000 515.08| 200.00000 400.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0073 802-76055 25.000 m | 14.25000 356.25| 18.00000 450.00| SIGN POST, A | | | 0074 804-06770 12.000 EACH| 19.80000 237.60| 18.00000 216.00| DELINEATOR POST | | | 0075 808-06713 470.000 m | 1.00000 470.00| 1.00000 470.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 520.000 m | 1.00000 520.00| 1.00000 520.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-06726 8.000 m | 10.90000 87.20| 8.00000 64.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0078 801-06203 1695.000 m | 1.09000 1847.55| 3.30000 5593.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 1107.000 m | 3.58000 3963.06| 2.30000 2546.10| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 301 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 516,097.60 ROUTE : SR 70 CALL ORDER : 301 CONTRACT ID : B -23879-A COUNTIES : SPENCER LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1616373 |(8) 35-1636776 | |OXLEY, SAM & COMPANY |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-06606 4.000 EACH| 275.00000 1100.00| 170.85000 683.40| BARRICADE, IIIB | | | 0081 808-06716 340.000 m | 3.30000 1122.00| 5.00000 1700.00| LINE, REMOVE | | | SECTION TOTALS | $ 754,580.37| $ 896,400.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 754,580.37| $ 896,400.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0942086 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 861,797.71 100.0000% 2 35-1106884 ELLAS CONSTRUCTION CO $ 913,263.03 105.9718% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 929,302.09 107.8329% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 937,207.17 108.7502% 5 35-1212938 ATLAS EXCAVATING, INC. $ 1,083,264.20 125.6981% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 8.000 MOS | 1231.88000 9855.04| 1300.00000 10400.00| 1500.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1810.98000 1810.98| 18000.00000 18000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 80000.00000 80000.00| 45000.00000 45000.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 471.37000 471.37| 9000.00000 9000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 925.000 m2 | 8.79000 8130.75| 15.50000 14337.50| 11.00000 10175.00 PAVEMENT, REMOVE | | | 0006 202-02241 150.000 m | 14.00000 2100.00| 14.00000 2100.00| 10.65000 1597.50 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 57457.58000 57457.58| 76000.00000 76000.00| 73009.50000 73009.50 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 1880.000 m2 | 3.09000 5809.20| 3.40000 6392.00| 6.00000 11280.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 2210.000 m2 | 2.09000 4618.90| 3.15000 6961.50| 2.00000 4420.00 SURFACE MILLING, ASPHALT | | | 0010 202-60822 1880.000 m2 | 1.65000 3102.00| 3.15000 5922.00| 2.55000 4794.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-99383 60.000 m | 16.28000 976.80| 42.00000 2520.00| 65.00000 3900.00 TERMINAL JOINT, REMOVE | | | 0012 203-02000 892.000 m3 | 7.98000 7118.16| 14.20000 12666.40| 11.00000 9812.00 EXCAVATION, COMMON | | | 0013 303-52308 334.000 Mg | 10.27000 3430.18| 21.50000 7181.00| 25.00000 8350.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 165.000 Mg | 50.00000 8250.00| 50.00000 8250.00| 50.00000 8250.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05490 308.000 Mg | 45.85000 14121.80| 46.00000 14168.00| 45.85000 14121.80 HMA SURFACE 9.5 mm, SHOULDER | | | 0017 406-05520 11.500 Mg | 300.00000 3450.00| 300.00000 3450.00| 300.00000 3450.00 ASPHALT FOR TACK COAT | | | 0019 501-05310 80.000 m | 257.87000 20629.60| 320.00000 25600.00| 300.00000 24000.00 TERMINAL JOINT | | | 0020 601-01522 4.000 EACH| 1091.00000 4364.00| 1100.00000 4400.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-04746 2.000 EACH| 8160.00000 16320.00| 8200.00000 16400.00| 8150.00000 16300.00 ENERGY ABSORBING TERMINAL, CZ | | | 0022 601-05999 2.000 EACH| 30.00000 60.00| 30.00000 60.00| 40.00000 80.00 CURVED TERMINAL END | | | 0023 601-94689 2.000 EACH| 3050.00000 6100.00| 3050.00000 6100.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 1925.00000 1925.00| 1925.00000 1925.00| 2150.00000 2150.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 106.680 m | 37.00000 3947.16| 37.00000 3947.16| 32.00000 3413.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99106 17.145 m | 67.00000 1148.72| 67.00000 1148.72| 55.98000 959.78 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0027 602-06639 520.000 m | 36.77000 19120.40| 43.00000 22360.00| 60.00000 31200.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06729 16.000 EACH| 8.00000 128.00| 5.00000 80.00| 10.00000 160.00 BARRIER DELINEATOR | | | 0029 610-06257 847.800 m2 | 45.80000 38829.24| 47.00000 39846.60| 45.00000 38151.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 616-02320 60.000 m2 | 3.21000 192.60| 2.50000 150.00| 4.00000 240.00 GEOTEXTILES | | | 0031 616-06451 28.000 Mg | 32.25000 903.00| 40.00000 1120.00| 32.00000 896.00 RIPRAP, UNIFORM | | | 0032 619-61505 LUMP| 22000.00000 22000.00| 22000.00000 22000.00| 35000.00000 35000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0033 619-93423 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 5000.00000 5000.00 POLLUTION CONTROL | | | 0034 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-01597 2900.000 m2 | 1.70000 4930.00| 1.70000 4930.00| 1.70000 4930.00 EROSION CONTROL, MAT | | | 0036 621-06548 3.200 kg | 48.00000 153.60| 48.00000 153.60| 48.00000 153.60 SEED MIXTURE, CV | | | 0037 621-06559 2900.000 m2 | 0.54000 1566.00| 0.55000 1595.00| 0.54000 1566.00 MULCHED SEEDING, R | | | 0038 621-06570 375.000 m3 | 25.45000 9543.75| 24.00000 9000.00| 15.00000 5625.00 TOP SOIL | | | 0039 621-06574 830.000 m2 | 5.70000 4731.00| 5.70000 4731.00| 5.70000 4731.00 SODDING | | | 0040 701-90976 13780.000 kg | 1.51000 20807.80| 1.60000 22048.00| 1.50000 20670.00 REINFORCING STEEL, GRADE 60 | | | 0041 702-51863 264.000 EACH| 4.61000 1217.04| 8.00000 2112.00| 15.00000 3960.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-01540 148.000 EACH| 11.91000 1762.68| 15.50000 2294.00| 18.00000 2664.00 THREADED TIE BAR ASSEMBLY | | | 0043 703-51032 1488.000 kg | 1.72000 2559.36| 1.90000 2827.20| 1.65000 2455.20 REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 16.800 m3 | 1648.68000 27697.82| 900.00000 15120.00| 1600.00000 26880.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH| 1140.68000 4562.72| 1250.00000 5000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 709-51821 LUMP| 7000.00000 7000.00| 7000.00000 7000.00| 16000.00000 16000.00 SURFACE SEAL | | | 0047 710-51870 5.000 m2 | 541.29000 2706.45| 350.00000 1750.00| 600.00000 3000.00 REPOINTING MASONRY IN STRUCTURES | | | 0048 711-96242 44.000 EACH| 251.84000 11080.96| 500.00000 22000.00| 325.00000 14300.00 DIAPHRAGM, RESET | | | 0049 715-91361 4.800 m | 29.07000 139.54| 100.00000 480.00| 35.00000 168.00 PIPE, PVC, 150 mm | | | 0050 722-51401 10.000 m2 | 316.09000 3160.90| 340.00000 3400.00| 425.00000 4250.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0051 722-51842 1880.000 m2 | 44.29000 83265.20| 49.00000 92120.00| 60.00000 112800.00 BRIDGE DECK OVERLAY | | | 0052 722-51846 11.400 m3 | 395.00000 4503.00| 395.00000 4503.00| 395.00000 4503.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0053 722-51852 100.000 m2 | 91.59000 9159.00| 125.55000 12555.00| 130.00000 13000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0054 724-03276 89.600 m | 253.53000 22716.29| 145.00000 12992.00| 300.00000 26880.00 EXPANSION JOINT SEALING SYSTEM | | | 0055 801-01093 16.000 EACH| 500.00000 8000.00| 350.00000 5600.00| 500.00000 8000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-03290 28.000 EACH| 105.00000 2940.00| 175.00000 4900.00| 105.00000 2940.00 CONSTRUCTION SIGN, C | | | 0057 801-04308 2.000 EACH| 270.00000 540.00| 350.00000 700.00| 270.00000 540.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06198 180.000 DAY | 268.10000 48258.00| 1.00000 180.00| 220.00000 39600.00 PATROLLER | | | 0059 801-06208 17990.000 m | 3.28000 59007.20| 3.40000 61166.00| 3.28000 59007.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0060 801-06605 12.000 EACH| 100.00000 1200.00| 75.00000 900.00| 100.00000 1200.00 BARRICADE, IIIA | | | 0061 801-06625 27.000 EACH| 65.00000 1755.00| 79.00000 2133.00| 65.00000 1755.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 112.000 EACH| 80.00000 8960.00| 59.00000 6608.00| 80.00000 8960.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 22.000 EACH| 20.00000 440.00| 25.00000 550.00| 20.00000 440.00 CONSTRUCTION SIGN, B | | | 0064 801-06710 720.000 DAY | 14.00000 10080.00| 13.00000 9360.00| 14.00000 10080.00 FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 23000.00000 23000.00| 84000.00000 84000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0066 801-09133 6.000 EACH| 5000.00000 30000.00| 4800.00000 28800.00| 5000.00000 30000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0067 801-97643 1120.000 m | 14.00000 15680.00| 11.00000 12320.00| 14.00000 15680.00 TEMPORARY BUZZ STRIPS | | | 0070 808-06716 8300.000 m | 1.00000 8300.00| 0.80000 6640.00| 1.00000 8300.00 LINE, REMOVE | | | 0072 808-75996 36.000 EACH| 6.62000 238.32| 25.00000 900.00| 10.00000 360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 36.000 EACH| 51.00000 1836.00| 53.00000 1908.00| 51.00000 1836.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 401-05467 2205.000 m | 1.25000 2756.25| 1.25000 2756.25| 1.50000 3307.50 MILLED HMA CORRUGATIONS | | | 0075 402-05481 1719.000 Mg | 31.65000 54406.35| 32.00000 55008.00| 31.65000 54406.35 HMA BASE 25.0 mm, SHOULDER | | | 0076 501-04771 LUMP| 800.00000 800.00| 1000.00000 1000.00| 2000.00000 2000.00 CORING CONCRETE PAVEMENT | | | 0078 702-93722 0.500 m3 | 892.50000 446.25| 1500.00000 750.00| 2000.00000 1000.00 CONCRETE, C | | | 0079 808-06702 1493.000 m | 1.25000 1866.25| 1.30000 1940.90| 1.30000 1940.90 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-06703 983.000 m | 1.00000 983.00| 1.00000 983.00| 1.00000 983.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-75051 142.000 m | 6.00000 852.00| 4.80000 681.60| 5.00000 710.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0082 808-75054 142.000 m | 6.00000 852.00| 4.80000 681.60| 5.00000 710.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0083 808-75061 107.000 m | 8.50000 909.50| 6.00000 642.00| 6.00000 642.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0084 808-75245 1358.000 m | 1.00000 1358.00| 1.00000 1358.00| 1.00000 1358.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 861,797.71| $ 913,263.03| $ 929,302.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 861,797.71| $ 913,263.03| $ 929,302.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE 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 REHABILITATION | | | 0001 105-01925 8.000 MOS | 1771.90000 14175.20| 750.00000 6000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6639.50000 6639.50| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25272.00000 25272.00| 60000.00000 60000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3190.47000 3190.47| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 925.000 m2 | 10.99000 10165.75| 18.50000 17112.50| PAVEMENT, REMOVE | | | 0006 202-02241 150.000 m | 14.00000 2100.00| 5.20000 780.00| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 36442.11000 36442.11| 35000.00000 35000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 1880.000 m2 | 14.40000 27072.00| 5.70000 10716.00| BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 2210.000 m2 | 4.25000 9392.50| 2.60000 5746.00| SURFACE MILLING, ASPHALT | | | 0010 202-60822 1880.000 m2 | 1.67000 3139.60| 2.60000 4888.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 202-99383 60.000 m | 84.62000 5077.20| 65.00000 3900.00| TERMINAL JOINT, REMOVE | | | 0012 203-02000 892.000 m3 | 8.14000 7260.88| 22.00000 19624.00| EXCAVATION, COMMON | | | 0013 303-52308 334.000 Mg | 25.34000 8463.56| 25.00000 8350.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05477 165.000 Mg | 50.00000 8250.00| 52.00000 8580.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05490 308.000 Mg | 45.85000 14121.80| 48.00000 14784.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0017 406-05520 11.500 Mg | 300.00000 3450.00| 310.00000 3565.00| ASPHALT FOR TACK COAT | | | 0019 501-05310 80.000 m | 536.05000 42884.00| 280.00000 22400.00| TERMINAL JOINT | | | 0020 601-01522 4.000 EACH| 1091.00000 4364.00| 1400.00000 5600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-04746 2.000 EACH| 8160.00000 16320.00| 8500.00000 17000.00| ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-05999 2.000 EACH| 30.00000 60.00| 44.97000 89.94| CURVED TERMINAL END | | | 0023 601-94689 2.000 EACH| 3050.00000 6100.00| 3450.00000 6900.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 1925.00000 1925.00| 2250.00000 2250.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 106.680 m | 37.00000 3947.16| 33.50000 3573.78| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 601-99106 17.145 m | 66.98000 1148.37| 58.50000 1002.98| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0027 602-06639 520.000 m | 66.68000 34673.60| 86.00000 44720.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06729 16.000 EACH| 7.00000 112.00| 5.20000 83.20| BARRIER DELINEATOR | | | 0029 610-06257 847.800 m2 | 55.39000 46959.64| 47.00000 39846.60| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 616-02320 60.000 m2 | 8.74000 524.40| 7.50000 450.00| GEOTEXTILES | | | 0031 616-06451 28.000 Mg | 40.34000 1129.52| 35.00000 980.00| RIPRAP, UNIFORM | | | 0032 619-61505 LUMP| 22000.00000 22000.00| 24000.00000 24000.00| CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0033 619-93423 LUMP| 6000.00000 6000.00| 5800.00000 5800.00| POLLUTION CONTROL | | | 0034 621-01004 1.000 EACH| 700.00000 700.00| 725.00000 725.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01597 2900.000 m2 | 1.70000 4930.00| 1.80000 5220.00| EROSION CONTROL, MAT | | | 0036 621-06548 3.200 kg | 48.00000 153.60| 50.00000 160.00| SEED MIXTURE, CV | | | 0037 621-06559 2900.000 m2 | 0.54000 1566.00| 0.60000 1740.00| MULCHED SEEDING, R | | | 0038 621-06570 375.000 m3 | 36.89000 13833.75| 22.00000 8250.00| TOP SOIL | | | 0039 621-06574 830.000 m2 | 6.99000 5801.70| 6.00000 4980.00| SODDING | | | 0040 701-90976 13780.000 kg | 1.36000 18740.80| 1.45000 19981.00| REINFORCING STEEL, GRADE 60 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 702-51863 264.000 EACH| 10.30000 2719.20| 8.00000 2112.00| FIELD DRILLED HOLE IN CONCRETE | | | 0042 703-01540 148.000 EACH| 23.84000 3528.32| 16.00000 2368.00| THREADED TIE BAR ASSEMBLY | | | 0043 703-51032 1488.000 kg | 1.80000 2678.40| 1.80000 2678.40| REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 16.800 m3 | 498.28000 8371.10| 625.00000 10500.00| CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH| 2642.54000 10570.16| 1400.00000 5600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 709-51821 LUMP| 12956.01000 12956.01| 16000.00000 16000.00| SURFACE SEAL | | | 0047 710-51870 5.000 m2 | 753.13000 3765.65| 400.00000 2000.00| REPOINTING MASONRY IN STRUCTURES | | | 0048 711-96242 44.000 EACH| 204.55000 9000.20| 350.00000 15400.00| DIAPHRAGM, RESET | | | 0049 715-91361 4.800 m | 63.19000 303.31| 100.00000 480.00| PIPE, PVC, 150 mm | | | 0050 722-51401 10.000 m2 | 656.21000 6562.10| 410.00000 4100.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0051 722-51842 1880.000 m2 | 63.41000 119210.80| 43.00000 80840.00| BRIDGE DECK OVERLAY | | | 0052 722-51846 11.400 m3 | 395.00000 4503.00| 395.00000 4503.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0053 722-51852 100.000 m2 | 195.52000 19552.00| 130.00000 13000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0054 724-03276 89.600 m | 223.00000 19980.80| 240.00000 21504.00| EXPANSION JOINT SEALING SYSTEM | | | 0055 801-01093 16.000 EACH| 500.00000 8000.00| 375.00000 6000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0056 801-03290 28.000 EACH| 105.00000 2940.00| 185.00000 5180.00| CONSTRUCTION SIGN, C | | | 0057 801-04308 2.000 EACH| 270.00000 540.00| 375.00000 750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06198 180.000 DAY | 336.00000 60480.00| 650.00000 117000.00| PATROLLER | | | 0059 801-06208 17990.000 m | 3.28000 59007.20| 3.40000 61166.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0060 801-06605 12.000 EACH| 100.00000 1200.00| 85.00000 1020.00| BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06625 27.000 EACH| 65.00000 1755.00| 80.00000 2160.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 112.000 EACH| 80.00000 8960.00| 65.00000 7280.00| CONSTRUCTION SIGN, A | | | 0063 801-06645 22.000 EACH| 20.00000 440.00| 26.00000 572.00| CONSTRUCTION SIGN, B | | | 0064 801-06710 720.000 DAY | 14.00000 10080.00| 14.00000 10080.00| FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 20000.00000 20000.00| 132000.00000 132000.00| MAINTAINING TRAFFIC | | | 0066 801-09133 6.000 EACH| 5000.00000 30000.00| 5000.00000 30000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0067 801-97643 1120.000 m | 10.95000 12264.00| 11.20000 12544.00| TEMPORARY BUZZ STRIPS | | | 0070 808-06716 8300.000 m | 0.82000 6806.00| 1.10000 9130.00| LINE, REMOVE | | | 0072 808-75996 36.000 EACH| 25.63000 922.68| 22.00000 792.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 36.000 EACH| 53.00000 1908.00| 55.00000 1980.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 401-05467 2205.000 m | 2.25000 4961.25| 2.40000 5292.00| MILLED HMA CORRUGATIONS | | | 0075 402-05481 1719.000 Mg | 31.65000 54406.35| 33.00000 56727.00| HMA BASE 25.0 mm, SHOULDER | | | 0076 501-04771 LUMP| 820.00000 820.00| 2000.00000 2000.00| CORING CONCRETE PAVEMENT | | | 0078 702-93722 0.500 m3 | 7258.76000 3629.38| 6000.00000 3000.00| CONCRETE, C | | | 0079 808-06702 1493.000 m | 1.28000 1911.04| 1.35000 2015.55| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0080 808-06703 983.000 m | 1.02000 1002.66| 1.10000 1081.30| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-75051 142.000 m | 4.79000 680.18| 5.10000 724.20| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0082 808-75054 142.000 m | 4.79000 680.18| 5.10000 724.20| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0083 808-75061 107.000 m | 5.99000 640.93| 6.25000 668.75| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 319 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,149,365.56 ROUTE : I-94 CALL ORDER : 319 CONTRACT ID : B -24139-A COUNTIES : LAPORTE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1212938 | |LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 808-75245 1358.000 m | 1.02000 1385.16| 1.10000 1493.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 937,207.17| $ 1,083,264.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 937,207.17| $ 1,083,264.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 325 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 209,310.35 ROUTE : US 231 CALL ORDER : 325 CONTRACT ID : B -24140-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1382002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 206,323.42 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 208,846.70 101.2229% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1100.00000 8800.00| 600.00000 4800.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 12000.00000 12000.00| 10800.00000 10800.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 107.000 m2 | 23.92000 2559.44| 23.00000 2461.00| PAVEMENT, REMOVE | | | 0004 202-02241 95.000 m | 16.80000 1596.00| 6.20000 589.00| GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 30500.00000 30500.00| 39000.00000 39000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-51822 805.000 m2 | 7.00000 5635.00| 4.40000 3542.00| BRIDGE DECK OVERLAY, REMOVE | | | 0007 202-60822 805.000 m2 | 7.00000 5635.00| 2.50000 2012.50| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 202-62420 192.000 m | 3.27000 627.84| 7.00000 1344.00| BRIDGE RAILING, REMOVE | | | 0009 303-60900 71.000 Mg | 21.97000 1559.87| 32.00000 2272.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0010 406-05521 10.000 m2 | 15.00000 150.00| 14.00000 140.00| ASPHALT FOR TACK COAT | | | 0011 601-01522 2.000 EACH| 1450.00000 2900.00| 1280.00000 2560.00| GUARDRAIL TRANSITION TYPE TGB | | | 0012 601-06037 1.000 EACH| 785.00000 785.00| 625.00000 625.00| GUARDRAIL END TREATMENT, I | | | 0013 601-99105 45.800 m | 49.28000 2257.02| 36.50000 1671.70| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0014 601-99132 1.000 EACH| 200.00000 200.00| 65.00000 65.00| GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 325 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 209,310.35 ROUTE : US 231 CALL ORDER : 325 CONTRACT ID : B -24140-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-05527 8.000 Mg | 400.00000 3200.00| 320.00000 2560.00| HMA FOR APPROACHES | | | 0016 610-06257 208.300 m2 | 31.08000 6473.96| 50.00000 10415.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0017 703-51032 3343.000 kg | 1.60000 5348.80| 1.80000 6017.40| REINFORCING STEEL, EPOXY COATED | | | 0018 704-51002 15.100 m3 | 927.10000 13999.21| 950.00000 14345.00| CONCRETE, C, SUPERSTRUCTURE | | | 0019 706-98353 186.000 m | 246.00000 45756.00| 260.00000 48360.00| RAILING, CURB MOUNT, 2 TUBED | | | 0020 709-51821 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| SURFACE SEAL | | | 0021 722-51842 805.000 m2 | 45.00000 36225.00| 36.00000 28980.00| BRIDGE DECK OVERLAY | | | 0022 722-51846 4.100 m3 | 395.00000 1619.50| 395.00000 1619.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0023 722-51852 40.000 m2 | 64.50000 2580.00| 95.00000 3800.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0024 724-03276 57.000 m | 143.44000 8176.08| 250.00000 14250.00| EXPANSION JOINT SEALING SYSTEM | | | 0025 801-04308 4.000 EACH| 500.00000 2000.00| 340.00000 1360.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0026 801-06605 6.000 EACH| 100.00000 600.00| 65.00000 390.00| BARRICADE, IIIA | | | 0027 801-06606 1.000 EACH| 150.00000 150.00| 90.00000 90.00| BARRICADE, IIIB | | | 0028 801-06625 4.000 EACH| 100.00000 400.00| 90.00000 360.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-06640 3.000 EACH| 100.00000 300.00| 70.00000 210.00| CONSTRUCTION SIGN, A | | | 0030 801-06645 1.000 EACH| 100.00000 100.00| 30.00000 30.00| CONSTRUCTION SIGN, B | | | 0031 808-06713 121.000 m | 2.85000 344.85| 2.80000 338.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 121.000 m | 2.85000 344.85| 2.80000 338.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 206,323.42| $ 208,846.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 206,323.42| $ 208,846.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 329 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,279.06 ROUTE : SR 16 CALL ORDER : 329 CONTRACT ID : B -24302-A COUNTIES : CASS LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5409008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 350,920.43 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 362,384.34 103.2668% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 375,822.15 107.0961% 4 35-1212938 ATLAS EXCAVATING, INC. $ 388,499.58 110.7087% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1386990 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, 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 105-01925 9.000 MOS | 1445.75000 13011.75| 1000.00000 9000.00| 1500.00000 13500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4502.50000 4502.50| 11000.00000 11000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17351.66000 17351.66| 15000.00000 15000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1158.37000 1158.37| 4000.00000 4000.00| 4000.00000 4000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 30.075 m | 16.00000 481.20| 12.00000 360.90| 25.00000 751.88 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 16237.87000 16237.87| 25000.00000 25000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 6.91000 1492.56| 10.00000 2160.00| 8.00000 1728.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 641.000 m3 | 11.81000 7570.21| 11.77000 7544.57| 13.00000 8333.00 EXCAVATION, COMMON | | | 0009 203-02070 333.000 m3 | 23.55000 7842.15| 17.00000 5661.00| 17.00000 5661.00 BORROW | | | 0010 203-51223 247.000 m3 | 13.58000 3354.26| 17.61000 4349.67| 16.00000 3952.00 EXCAVATION, WATERWAY | | | 0011 205-02224 70.000 m | 5.70000 399.00| 6.50000 455.00| 7.50000 525.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 118.800 m | 108.78000 12923.06| 32.83000 3900.20| 17.00000 2019.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 211-06467 27.330 m3 | 28.82000 787.65| 131.87000 3604.01| 65.00000 1776.45 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 329 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,279.06 ROUTE : SR 16 CALL ORDER : 329 CONTRACT ID : B -24302-A COUNTIES : CASS LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1386990 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52308 1402.520 Mg | 16.71000 23436.11| 16.50000 23141.58| 15.50000 21739.06 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 259.800 Mg | 47.85000 12431.43| 53.50000 13899.30| 53.00000 13769.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 232.510 Mg | 52.15000 12125.40| 58.00000 13485.58| 56.00000 13020.56 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 248.450 Mg | 48.35000 12012.56| 54.00000 13416.30| 54.00000 13416.30 HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 983.560 m2 | 4.00000 3934.24| 4.50000 4426.02| 5.50000 5409.58 SEAL COAT, 2 | | | 0019 405-05518 983.560 m2 | 1.50000 1475.34| 1.70000 1672.05| 2.00000 1967.12 ASPHALT FOR PRIME COAT | | | 0020 406-05521 4921.380 m2 | 0.40000 1968.55| 0.48000 2362.26| 1.00000 4921.38 ASPHALT FOR TACK COAT | | | 0021 501-05090 172.000 m2 | 77.50000 13330.00| 52.70000 9064.40| 54.00000 9288.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0022 601-01522 4.000 EACH| 1180.00000 4720.00| 1321.00000 5284.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01740 1.000 EACH| 1575.00000 1575.00| 1750.00000 1750.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-06037 3.000 EACH| 575.00000 1725.00| 650.00000 1950.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 184.785 m | 32.30000 5968.56| 36.00000 6652.26| 35.00000 6467.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 4.000 EACH| 7.00000 28.00| 15.00000 60.00| 10.00000 40.00 BARRIER DELINEATOR | | | 0027 610-05527 15.910 Mg | 110.00000 1750.10| 130.00000 2068.30| 125.00000 1988.75 HMA FOR APPROACHES | | | 0028 611-06497 1.000 EACH| 240.00000 240.00| 270.00000 270.00| 300.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 9.000 EACH| 108.00000 972.00| 120.00000 1080.00| 130.00000 1170.00 RIGHT OF WAY MARKER | | | 0030 615-06505 3.000 EACH| 400.00000 1200.00| 450.00000 1350.00| 550.00000 1650.00 MONUMENT, B | | | 0031 616-02320 608.920 m2 | 4.46000 2715.78| 4.18000 2545.29| 5.00000 3044.60 GEOTEXTILES | | | 0032 616-06405 356.370 Mg | 22.39000 7979.12| 22.00000 7840.14| 20.00000 7127.40 RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 200.00000 400.00| 300.00000 600.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 329 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,279.06 ROUTE : SR 16 CALL ORDER : 329 CONTRACT ID : B -24302-A COUNTIES : CASS LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1386990 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06545 0.480 Mg | 557.00000 267.36| 625.00000 300.00| 550.00000 264.00 FERTILIZER | | | 0035 621-06548 5.480 kg | 40.00000 219.20| 45.00000 246.60| 45.00000 246.60 SEED MIXTURE, CV | | | 0036 621-06553 100.900 kg | 6.65000 670.99| 7.50000 756.75| 15.00000 1513.50 SEED MIXTURE, R | | | 0037 621-06565 2.390 Mg | 580.00000 1386.20| 650.00000 1553.50| 575.00000 1374.25 MULCHING MATERIAL | | | 0038 621-06574 150.540 m2 | 9.05000 1362.39| 10.15000 1527.98| 5.00000 752.70 SODDING | | | 0039 622-52436 3.000 EACH| 22.00000 66.00| 26.00000 78.00| 28.00000 84.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 103.000 EACH| 11.00000 1133.00| 13.00000 1339.00| 12.00000 1236.00 SEEDLING | | | 0041 701-51190 290.500 m | 87.70000 25476.85| 88.57000 25729.59| 78.00000 22659.00 PILE, STEEL H, HP 250 X 62 | | | 0042 701-91792 14.000 EACH| 294.25000 4119.50| 100.00000 1400.00| 100.00000 1400.00 PILE TIP, STEEL H | | | 0043 703-51030 2194.000 kg | 1.35000 2961.90| 1.32000 2896.08| 1.10000 2413.40 REINFORCING STEEL | | | 0044 703-51032 14900.000 kg | 1.23000 18327.00| 1.43000 21307.00| 1.32000 19668.00 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 86.500 m3 | 482.90000 41770.85| 489.00000 42298.50| 457.00000 39530.50 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 9.400 m3 | 253.20000 2380.08| 498.67000 4687.50| 490.00000 4606.00 CONCRETE, C, RAILING | | | 0048 707-05983 135.500 m | 267.13000 36196.12| 258.00000 34959.00| 295.00000 39972.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0049 709-51821 LUMP| 2700.00000 2700.00| 1800.00000 1800.00| 1900.00000 1900.00 SURFACE SEAL | | | 0050 715-05169 13.000 m | 48.96000 636.48| 49.62000 645.06| 59.00000 767.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-05407 36.348 m | 48.68000 1769.42| 26.19000 951.95| 32.00000 1163.14 PIPE, END BENT DRAIN, 150 mm 30 | | | 0052 715-35000 15.000 m | 66.53000 997.95| 32.00000 480.00| 45.00000 675.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0053 715-35005 15.000 m | 68.93000 1033.95| 32.00000 480.00| 48.00000 720.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 329 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,279.06 ROUTE : SR 16 CALL ORDER : 329 CONTRACT ID : B -24302-A COUNTIES : CASS LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1523985 |(3) 35-1386990 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46005 2.000 EACH| 337.63000 675.26| 150.00000 300.00| 275.00000 550.00 PIPE END SECTION, 375 mm | | | 0055 801-04308 4.000 EACH| 337.50000 1350.00| 700.00000 2800.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06605 8.000 EACH| 50.00000 400.00| 100.00000 800.00| 110.00000 880.00 BARRICADE, IIIA | | | 0057 801-06606 6.000 EACH| 70.00000 420.00| 140.00000 840.00| 175.00000 1050.00 BARRICADE, IIIB | | | 0058 801-06625 15.000 EACH| 69.00000 1035.00| 100.00000 1500.00| 125.00000 1875.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 22.000 EACH| 50.00000 1100.00| 100.00000 2200.00| 110.00000 2420.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 4.000 EACH| 20.00000 80.00| 40.00000 160.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0061 804-06770 2.000 EACH| 19.75000 39.50| 25.00000 50.00| 25.00000 50.00 DELINEATOR POST | | | 0062 808-06712 100.000 m | 0.94000 94.00| 1.05000 105.00| 1.15000 115.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 800.000 m | 0.94000 752.00| 1.05000 840.00| 1.15000 920.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 350,920.43| $ 362,384.34| $ 375,822.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 350,920.43| $ 362,384.34| $ 375,822.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 329 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,279.06 ROUTE : SR 16 CALL ORDER : 329 CONTRACT ID : B -24302-A COUNTIES : CASS LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |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 105-01925 9.000 MOS | 750.00000 6750.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5500.00000 5500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 30.075 m | 6.20000 186.47| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 40000.00000 40000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 8.00000 1728.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 641.000 m3 | 13.00000 8333.00| | EXCAVATION, COMMON | | | 0009 203-02070 333.000 m3 | 19.00000 6327.00| | BORROW | | | 0010 203-51223 247.000 m3 | 11.00000 2717.00| | EXCAVATION, WATERWAY | | | 0011 205-02224 70.000 m | 5.50000 385.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02231 118.800 m | 52.00000 6177.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 211-06467 27.330 m3 | 85.00000 2323.05| | AGGREGATE FOR END BENT BACKFILL | | | 0014 303-52308 1402.520 Mg | 17.00000 23842.84| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 402-05474 259.800 Mg | 50.00000 12990.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 232.510 Mg | 55.00000 12788.05| | HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 248.450 Mg | 50.00000 12422.50| | HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 983.560 m2 | 4.40000 4327.66| | SEAL COAT, 2 | | | 0019 405-05518 983.560 m2 | 1.70000 1672.05| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 329 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,279.06 ROUTE : SR 16 CALL ORDER : 329 CONTRACT ID : B -24302-A COUNTIES : CASS LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 4921.380 m2 | 0.50000 2460.69| | ASPHALT FOR TACK COAT | | | 0021 501-05090 172.000 m2 | 48.00000 8256.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0022 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01740 1.000 EACH| 1650.00000 1650.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-06037 3.000 EACH| 625.00000 1875.00| | GUARDRAIL END TREATMENT, I | | | 0025 601-99105 184.785 m | 35.00000 6467.48| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 4.000 EACH| 5.20000 20.80| | BARRIER DELINEATOR | | | 0027 610-05527 15.910 Mg | 125.00000 1988.75| | HMA FOR APPROACHES | | | 0028 611-06497 1.000 EACH| 260.00000 260.00| | MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 9.000 EACH| 120.00000 1080.00| | RIGHT OF WAY MARKER | | | 0030 615-06505 3.000 EACH| 440.00000 1320.00| | MONUMENT, B | | | 0031 616-02320 608.920 m2 | 5.00000 3044.60| | GEOTEXTILES | | | 0032 616-06405 356.370 Mg | 19.00000 6771.03| | RIPRAP, REVETMENT | | | 0033 621-01004 2.000 EACH| 230.00000 460.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 0.480 Mg | 625.00000 300.00| | FERTILIZER | | | 0035 621-06548 5.480 kg | 43.00000 235.64| | SEED MIXTURE, CV | | | 0036 621-06553 100.900 kg | 7.50000 756.75| | SEED MIXTURE, R | | | 0037 621-06565 2.390 Mg | 625.00000 1493.75| | MULCHING MATERIAL | | | 0038 621-06574 150.540 m2 | 9.50000 1430.13| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 329 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,279.06 ROUTE : SR 16 CALL ORDER : 329 CONTRACT ID : B -24302-A COUNTIES : CASS LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 622-52436 3.000 EACH| 23.00000 69.00| | SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 103.000 EACH| 12.00000 1236.00| | SEEDLING | | | 0041 701-51190 290.500 m | 100.00000 29050.00| | PILE, STEEL H, HP 250 X 62 | | | 0042 701-91792 14.000 EACH| 150.00000 2100.00| | PILE TIP, STEEL H | | | 0043 703-51030 2194.000 kg | 1.50000 3291.00| | REINFORCING STEEL | | | 0044 703-51032 14900.000 kg | 1.60000 23840.00| | REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 86.500 m3 | 435.00000 37627.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 9.400 m3 | 485.00000 4559.00| | CONCRETE, C, RAILING | | | 0048 707-05983 135.500 m | 355.00000 48102.50| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0049 709-51821 LUMP| 2500.00000 2500.00| | SURFACE SEAL | | | 0050 715-05169 13.000 m | 85.00000 1105.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-05407 36.348 m | 28.00000 1017.74| | PIPE, END BENT DRAIN, 150 mm 30 | | | 0052 715-35000 15.000 m | 52.00000 780.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0053 715-35005 15.000 m | 62.00000 930.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 200 mm | | | 0054 715-46005 2.000 EACH| 200.00000 400.00| | PIPE END SECTION, 375 mm | | | 0055 801-04308 4.000 EACH| 360.00000 1440.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06605 8.000 EACH| 65.00000 520.00| | BARRICADE, IIIA | | | 0057 801-06606 6.000 EACH| 90.00000 540.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 329 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,279.06 ROUTE : SR 16 CALL ORDER : 329 CONTRACT ID : B -24302-A COUNTIES : CASS LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 | | |ATLAS EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-06625 15.000 EACH| 90.00000 1350.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 22.000 EACH| 75.00000 1650.00| | CONSTRUCTION SIGN, A | | | 0060 801-06645 4.000 EACH| 22.00000 88.00| | CONSTRUCTION SIGN, B | | | 0061 804-06770 2.000 EACH| 21.50000 43.00| | DELINEATOR POST | | | 0062 808-06712 100.000 m | 0.80000 80.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 800.000 m | 0.80000 640.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 388,499.58| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,499.58| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 339 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,882.24 ROUTE : US 24 CALL ORDER : 339 CONTRACT ID : B -24338-A COUNTIES : JASPER LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1441018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 570,247.00 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 711,446.50 124.7611% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 712,106.49 124.8768% ==================================================================================================================================== |(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 REHABILITATION | | | 0001 105-01925 6.000 MOS | 1400.00000 8400.00| 750.00000 4500.00| 1500.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 8000.00000 8000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 360.000 m2 | 11.97000 4309.20| 19.00000 6840.00| 25.00000 9000.00 PAVEMENT, REMOVE | | | 0006 202-02241 175.000 m | 3.75000 656.25| 5.20000 910.00| 5.00000 875.00 GUARDRAIL, REMOVE | | | 0007 202-02272 200.000 m | 13.12000 2624.00| 24.00000 4800.00| 26.00000 5200.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 45000.00000 45000.00| 143000.00000 143000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 1300.000 m2 | 4.00000 5200.00| 3.20000 4160.00| 3.00000 3900.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 285.000 m3 | 13.00000 3705.00| 29.00000 8265.00| 20.00000 5700.00 EXCAVATION, COMMON | | | 0011 205-02224 400.000 m | 6.15000 2460.00| 5.60000 2240.00| 5.00000 2000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 213-52830 50.000 m3 | 195.00000 9750.00| 155.00000 7750.00| 190.00000 9500.00 FLOWABLE MORTAR | | | 0013 213-52831 8.000 EACH| 50.00000 400.00| 25.00000 200.00| 25.00000 200.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0014 303-52308 533.000 Mg | 14.29000 7616.57| 18.00000 9594.00| 16.00000 8528.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 339 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,882.24 ROUTE : US 24 CALL ORDER : 339 CONTRACT ID : B -24338-A COUNTIES : JASPER LETTING DATE : 12/14/99 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 406-05521 3525.000 m2 | 0.09000 317.25| 0.10000 352.50| 0.25000 881.25 ASPHALT FOR TACK COAT | | | 0016 501-05090 90.000 m2 | 52.80000 4752.00| 64.00000 5760.00| 60.00000 5400.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0017 501-05310 16.000 m | 260.00000 4160.00| 330.00000 5280.00| 150.00000 2400.00 TERMINAL JOINT | | | 0018 601-01522 4.000 EACH| 1265.00000 5060.00| 1250.00000 5000.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-04746 2.000 EACH| 7200.00000 14400.00| 4700.00000 9400.00| 7800.00000 15600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-94689 4.000 EACH| 3630.00000 14520.00| 3200.00000 12800.00| 3900.00000 15600.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 1.000 EACH| 2420.00000 2420.00| 2100.00000 2100.00| 2800.00000 2800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 99.060 m | 36.50000 3615.69| 40.00000 3962.40| 39.00000 3863.34 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 184.500 m | 50.00000 9225.00| 105.00000 19372.50| 81.00000 14944.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 12.000 EACH| 15.00000 180.00| 5.20000 62.40| 12.00000 144.00 BARRIER DELINEATOR | | | 0025 607-98211 30.000 m2 | 15.00000 450.00| 38.00000 1140.00| 24.00000 720.00 GUTTER TURNOUT, REMOVE | | | 0026 610-05527 625.000 Mg | 85.00000 53125.00| 73.00000 45625.00| 68.00000 42500.00 HMA FOR APPROACHES | | | 0027 610-06257 282.500 m2 | 52.64000 14870.80| 51.00000 14407.50| 59.00000 16667.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 616-02320 600.000 m2 | 4.18000 2508.00| 4.20000 2520.00| 4.00000 2400.00 GEOTEXTILES | | | 0029 616-06451 325.000 Mg | 31.00000 10075.00| 19.00000 6175.00| 22.00000 7150.00 RIPRAP, UNIFORM | | | 0030 619-61505 LUMP| 16000.00000 16000.00| 11200.00000 11200.00| 18000.00000 18000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0031 619-93423 LUMP| 2200.00000 2200.00| 2800.00000 2800.00| 3500.00000 3500.00 POLLUTION CONTROL | | | 0032 621-01004 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 339 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,882.24 ROUTE : US 24 CALL ORDER : 339 CONTRACT ID : B -24338-A COUNTIES : JASPER LETTING DATE : 12/14/99 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06559 600.000 m2 | 1.04000 624.00| 1.10000 660.00| 1.00000 600.00 MULCHED SEEDING, R | | | 0034 621-06570 125.000 m3 | 15.65000 1956.25| 25.00000 3125.00| 32.00000 4000.00 TOP SOIL | | | 0035 621-06575 635.000 m2 | 7.10000 4508.50| 6.40000 4064.00| 5.00000 3175.00 SODDING, NURSERY | | | 0036 701-90976 6355.000 kg | 1.32000 8388.60| 1.35000 8579.25| 1.10000 6990.50 REINFORCING STEEL, GRADE 60 | | | 0037 702-51863 52.000 EACH| 8.00000 416.00| 9.50000 494.00| 8.00000 416.00 FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-01540 34.000 EACH| 12.00000 408.00| 16.00000 544.00| 15.00000 510.00 THREADED TIE BAR ASSEMBLY | | | 0039 703-51032 40511.000 kg | 1.32000 53474.52| 1.45000 58740.95| 1.32000 53474.52 REINFORCING STEEL, EPOXY COATED | | | 0040 704-05892 220.400 m3 | 520.69000 114760.08| 550.00000 121220.00| 585.00000 128934.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0041 706-03278 4.000 EACH| 1100.00000 4400.00| 1600.00000 6400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0042 706-03705 142.000 m | 2.00000 284.00| 10.00000 1420.00| 8.00000 1136.00 BRIDGE RAIL , ALUMINUM, REMOVE | | | 0043 706-51025 142.000 m | 127.71000 18134.82| 125.00000 17750.00| 164.00000 23288.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 7400.00000 7400.00| 11000.00000 11000.00| 7500.00000 7500.00 SURFACE SEAL | | | 0045 710-51870 4.000 m2 | 40.00000 160.00| 525.00000 2100.00| 806.00000 3224.00 REPOINTING MASONRY IN STRUCTURES | | | 0046 724-03276 31.200 m | 280.00000 8736.00| 245.00000 7644.00| 512.00000 15974.40 EXPANSION JOINT SEALING SYSTEM | | | 0047 801-01093 8.000 EACH| 500.00000 4000.00| 400.00000 3200.00| 500.00000 4000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0048 801-03290 4.000 EACH| 600.00000 2400.00| 375.00000 1500.00| 425.00000 1700.00 CONSTRUCTION SIGN, C | | | 0049 801-03291 4.000 EACH| 110.00000 440.00| 100.00000 400.00| 125.00000 500.00 CONSTRUCTION SIGN, D | | | 0050 801-06207 880.000 m | 3.25000 2860.00| 3.10000 2728.00| 3.20000 2816.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06218 60.000 m | 20.00000 1200.00| 19.00000 1140.00| 25.00000 1500.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 339 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,882.24 ROUTE : US 24 CALL ORDER : 339 CONTRACT ID : B -24338-A COUNTIES : JASPER LETTING DATE : 12/14/99 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06606 4.000 EACH| 300.00000 1200.00| 100.00000 400.00| 200.00000 800.00 BARRICADE, IIIB | | | 0053 801-06640 52.000 EACH| 100.00000 5200.00| 75.00000 3900.00| 100.00000 5200.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 6.000 EACH| 50.00000 300.00| 28.00000 168.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0055 801-06710 180.000 DAY | 16.00000 2880.00| 13.50000 2430.00| 20.00000 3600.00 FLASHING ARROW SIGN | | | 0056 801-06775 LUMP| 5000.00000 5000.00| 19000.00000 19000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0057 801-09133 2.000 EACH| 3400.00000 6800.00| 3500.00000 7000.00| 4500.00000 9000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0058 801-97643 260.000 m | 18.00000 4680.00| 17.50000 4550.00| 20.00000 5200.00 TEMPORARY BUZZ STRIPS | | | 0059 802-05704 7.000 m | 50.00000 350.00| 40.00000 280.00| 44.00000 308.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0060 802-76025 0.900 m2 | 400.00000 360.00| 150.00000 135.00| 400.00000 360.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0061 805-01842 2.000 EACH| 750.00000 1500.00| 650.00000 1300.00| 800.00000 1600.00 HANDHOLE, SIGNAL | | | 0062 805-06592 97.000 m | 42.00000 4074.00| 37.00000 3589.00| 45.00000 4365.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 806-01851 LUMP| 20000.00000 20000.00| 18000.00000 18000.00| 32000.00000 32000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0064 808-06713 415.000 m | 1.20000 498.00| 0.85000 352.75| 1.15000 477.25 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 415.000 m | 1.20000 498.00| 0.85000 352.75| 1.15000 477.25 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0066 808-06716 529.000 m | 1.43000 756.47| 1.50000 793.50| 1.62000 856.98 LINE, REMOVE | | | 0067 808-75996 10.000 EACH| 15.00000 150.00| 17.00000 170.00| 50.00000 500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0068 808-75998 10.000 EACH| 125.00000 1250.00| 110.00000 1100.00| 125.00000 1250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 570,247.00| $ 711,446.50| $ 712,106.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 570,247.00| $ 711,446.50| $ 712,106.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 359 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,638.68 ROUTE : SR 54 CALL ORDER : 359 CONTRACT ID : B -24341-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0565013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 392,170.72 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 405,738.83 103.4597% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 446,339.03 113.8124% 4 35-1616373 OXLEY, SAM & COMPANY CONDITIONAL $ 537,138.47 136.9654% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1673827 |(3) 35-2040801 |CLR, INC. |HENDERSON, H.E., INC. |GOHMANN ASPHALT & CONSTR., I 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 | 1750.00000 10500.00| 1115.00000 6690.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 3085.20000 3085.20| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19900.00000 19900.00| 18672.00000 18672.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3900.00000 3900.00| 2897.60000 2897.60| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 92.000 m2 | 45.00000 4140.00| 82.38000 7578.96| 30.00000 2760.00 PAVEMENT, REMOVE | | | 0006 202-02241 148.000 m | 13.00000 1924.00| 9.94000 1471.12| 30.00000 4440.00 GUARDRAIL, REMOVE | | | 0007 202-02271 4.000 EACH| 300.00000 1200.00| 318.60000 1274.40| 600.00000 2400.00 HEADWALL, REMOVE | | | 0008 202-02446 61.880 m | 80.00000 4950.40| 166.26000 10288.17| 250.00000 15470.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0009 202-05532 387.000 m2 | 12.00000 4644.00| 12.44000 4814.28| 10.00000 3870.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0010 202-51328 LUMP| 14800.00000 14800.00| 8780.00000 8780.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 203-02000 100.000 m3 | 11.00000 1100.00| 28.97000 2897.00| 45.00000 4500.00 EXCAVATION, COMMON | | | 0012 205-02224 80.000 m | 4.50000 360.00| 7.30000 584.00| 6.95000 556.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 20.000 m | 18.00000 360.00| 15.49000 309.80| 14.75000 295.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 359 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,638.68 ROUTE : SR 54 CALL ORDER : 359 CONTRACT ID : B -24341-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1673827 |(3) 35-2040801 |CLR, INC. |HENDERSON, H.E., INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51817 168.000 m2 | 175.00000 29400.00| 138.93000 23340.24| 150.00000 25200.00 SHEET PILING, STEEL | | | 0015 211-02060 7.300 m3 | 40.00000 292.00| 110.01000 803.07| 250.00000 1825.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 2.000 m3 | 1800.00000 3600.00| 675.50000 1351.00| 275.00000 550.00 FLOWABLE MORTAR | | | 0017 303-02051 96.000 Mg | 22.00000 2112.00| 31.76000 3048.96| 40.00000 3840.00 STONE, 2 | | | 0018 303-04075 15.300 Mg | 28.00000 428.40| 37.74000 577.42| 45.00000 688.50 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0019 303-52308 67.000 Mg | 50.00000 3350.00| 38.59000 2585.53| 45.00000 3015.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 406-05521 658.400 m2 | 0.80000 526.72| 0.84000 553.06| 0.80000 526.72 ASPHALT FOR TACK COAT | | | 0021 501-05090 152.000 m2 | 76.00000 11552.00| 69.78000 10606.56| 75.00000 11400.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0022 601-01128 4.000 EACH| 1050.00000 4200.00| 1050.00000 4200.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01625 6.000 EACH| 1700.00000 10200.00| 1706.25000 10237.50| 1450.00000 8700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-04746 3.000 EACH| 7500.00000 22500.00| 9030.00000 27090.00| 7200.00000 21600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0025 601-06037 6.000 EACH| 625.00000 3750.00| 630.00000 3780.00| 550.00000 3300.00 GUARDRAIL END TREATMENT, I | | | 0026 601-94689 2.000 EACH| 3400.00000 6800.00| 3360.00000 6720.00| 3150.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 968.000 m | 30.00000 29040.00| 31.50000 30492.00| 31.50000 30492.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 247.000 m | 59.00000 14573.00| 68.66000 16959.02| 100.00000 24700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06729 12.000 EACH| 25.00000 300.00| 20.00000 240.00| 7.00000 84.00 BARRIER DELINEATOR | | | 0030 610-05527 354.600 Mg | 130.00000 46098.00| 149.39000 52973.69| 150.00000 53190.00 HMA FOR APPROACHES | | | 0031 616-02320 580.000 m2 | 6.50000 3770.00| 2.19000 1270.20| 5.50000 3190.00 GEOTEXTILES | | | 0032 616-06396 87.000 Mg | 19.00000 1653.00| 43.93000 3821.91| 40.00000 3480.00 RIPRAP | | | 0033 616-06405 390.000 Mg | 20.00000 7800.00| 21.27000 8295.30| 40.00000 15600.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 359 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,638.68 ROUTE : SR 54 CALL ORDER : 359 CONTRACT ID : B -24341-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1673827 |(3) 35-2040801 |CLR, INC. |HENDERSON, H.E., INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01004 1.000 EACH| 500.00000 500.00| 735.00000 735.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06564 25.000 m2 | 10.00000 250.00| 6.98000 174.50| 6.65000 166.25 MULCHED SEEDING, CV | | | 0036 621-06574 77.000 m2 | 11.25000 866.25| 9.98000 768.46| 9.50000 731.50 SODDING | | | 0037 702-51863 474.000 EACH| 12.00000 5688.00| 6.26000 2967.24| 12.00000 5688.00 FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-01540 22.000 EACH| 10.00000 220.00| 16.04000 352.88| 45.00000 990.00 THREADED TIE BAR ASSEMBLY | | | 0039 703-51030 2262.000 kg | 1.98000 4478.76| 2.16000 4885.92| 2.25000 5089.50 REINFORCING STEEL | | | 0040 703-51032 2184.000 kg | 2.16000 4717.44| 2.36000 5154.24| 2.50000 5460.00 REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 0.800 m3 | 3000.00000 2400.00| 1228.38000 982.70| 2500.00000 2000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-51025 62.000 m | 139.00000 8618.00| 127.55000 7908.10| 175.00000 10850.00 CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 1400.00000 1400.00| 1323.00000 1323.00| 1000.00000 1000.00 SURFACE SEAL | | | 0044 715-05019 21.600 m | 250.00000 5400.00| 203.05000 4385.88| 235.00000 5076.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0045 715-05049 53.000 m | 15.00000 795.00| 56.76000 3008.28| 80.00000 4240.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0046 715-05123 19.300 m | 170.00000 3281.00| 172.17000 3322.88| 300.00000 5790.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0047 715-46020 2.000 EACH| 350.00000 700.00| 234.72000 469.44| 580.00000 1160.00 PIPE END SECTION, 600 mm | | | 0048 715-46040 2.000 EACH| 600.00000 1200.00| 496.40000 992.80| 855.00000 1710.00 PIPE END SECTION, 900 mm | | | 0049 718-44279 12.000 m | 15.00000 180.00| 86.37000 1036.44| 85.00000 1020.00 PIPE, UNDERDRAIN, NONPERFORATED, 1.63 | | | mm, 200 mm | | | 0050 722-51401 10.000 m2 | 220.00000 2200.00| 108.14000 1081.40| 500.00000 5000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0051 722-51842 379.300 m2 | 66.50000 25223.45| 75.47000 28625.77| 85.00000 32240.50 BRIDGE DECK OVERLAY | | | 0052 722-51846 3.800 m3 | 395.00000 1501.00| 395.00000 1501.00| 395.00000 1501.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0053 722-51852 80.000 m2 | 100.00000 8000.00| 115.20000 9216.00| 100.00000 8000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 359 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,638.68 ROUTE : SR 54 CALL ORDER : 359 CONTRACT ID : B -24341-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1673827 |(3) 35-2040801 |CLR, INC. |HENDERSON, H.E., INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 722-60824 387.000 m2 | 7.00000 2709.00| 6.69000 2589.03| 10.00000 3870.00 SURFACE MILLING | | | 0055 801-06203 126.000 m | 1.20000 151.20| 1.73000 217.98| 1.65000 207.90 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 2952.000 m | 3.00000 8856.00| 3.20000 9446.40| 3.53000 10420.56 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06605 4.000 EACH| 100.00000 400.00| 147.00000 588.00| 140.00000 560.00 BARRICADE, IIIA | | | 0058 801-06640 21.000 EACH| 80.00000 1680.00| 131.25000 2756.25| 125.00000 2625.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 8.000 EACH| 35.00000 280.00| 42.00000 336.00| 40.00000 320.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 10800.00000 10800.00| 13762.80000 13762.80| 12500.00000 12500.00 MAINTAINING TRAFFIC | | | 0061 806-01851 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0062 808-06712 169.000 m | 1.45000 245.05| 0.86000 145.34| 0.82000 138.58 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 511.000 m | 1.45000 740.95| 0.86000 439.46| 0.82000 419.02 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06716 599.000 m | 1.90000 1138.10| 2.10000 1257.90| 2.00000 1198.00 LINE, REMOVE | | | 0065 808-75996 4.000 EACH| 97.00000 388.00| 20.00000 80.00| 50.00000 200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 11.000 EACH| 120.00000 1320.00| 57.75000 635.25| 55.00000 605.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 801-03290 2.000 EACH| 310.00000 620.00| 152.25000 304.50| 145.00000 290.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 392,170.72| $ 405,738.83| $ 446,339.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 392,170.72| $ 405,738.83| $ 446,339.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 359 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,638.68 ROUTE : SR 54 CALL ORDER : 359 CONTRACT ID : B -24341-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | 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 | 1200.00000 7200.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27794.00000 27794.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4341.00000 4341.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 92.000 m2 | 46.00000 4232.00| | PAVEMENT, REMOVE | | | 0006 202-02241 148.000 m | 18.37000 2718.76| | GUARDRAIL, REMOVE | | | 0007 202-02271 4.000 EACH| 450.00000 1800.00| | HEADWALL, REMOVE | | | 0008 202-02446 61.880 m | 208.00000 12871.04| | BRIDGE RAILING, CONCRETE, REMOVE | | | 0009 202-05532 387.000 m2 | 17.00000 6579.00| | OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0010 202-51328 LUMP| 36600.00000 36600.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 203-02000 100.000 m3 | 23.00000 2300.00| | EXCAVATION, COMMON | | | 0012 205-02224 80.000 m | 11.50000 920.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 20.000 m | 32.00000 640.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 206-51817 168.000 m2 | 143.10000 24040.80| | SHEET PILING, STEEL | | | 0015 211-02060 7.300 m3 | 124.25000 907.03| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 2.000 m3 | 1200.00000 2400.00| | FLOWABLE MORTAR | | | 0017 303-02051 96.000 Mg | 66.56000 6389.76| | STONE, 2 | | | 0018 303-04075 15.300 Mg | 46.25000 707.63| | COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0019 303-52308 67.000 Mg | 97.16000 6509.72| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 359 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,638.68 ROUTE : SR 54 CALL ORDER : 359 CONTRACT ID : B -24341-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05521 658.400 m2 | 0.88000 579.39| | ASPHALT FOR TACK COAT | | | 0021 501-05090 152.000 m2 | 110.19000 16748.88| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0022 601-01128 4.000 EACH| 1100.00000 4400.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01625 6.000 EACH| 1787.50000 10725.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-04746 3.000 EACH| 10300.00000 30900.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0025 601-06037 6.000 EACH| 660.00000 3960.00| | GUARDRAIL END TREATMENT, I | | | 0026 601-94689 2.000 EACH| 3520.00000 7040.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 968.000 m | 33.00000 31944.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06639 247.000 m | 121.25000 29948.75| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 602-06729 12.000 EACH| 10.50000 126.00| | BARRIER DELINEATOR | | | 0030 610-05527 354.600 Mg | 151.60000 53757.36| | HMA FOR APPROACHES | | | 0031 616-02320 580.000 m2 | 5.60000 3248.00| | GEOTEXTILES | | | 0032 616-06396 87.000 Mg | 32.16000 2797.92| | RIPRAP | | | 0033 616-06405 390.000 Mg | 24.70000 9633.00| | RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 770.00000 770.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06564 25.000 m2 | 7.32000 183.00| | MULCHED SEEDING, CV | | | 0036 621-06574 77.000 m2 | 13.55000 1043.35| | SODDING | | | 0037 702-51863 474.000 EACH| 17.00000 8058.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-01540 22.000 EACH| 15.00000 330.00| | THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 359 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,638.68 ROUTE : SR 54 CALL ORDER : 359 CONTRACT ID : B -24341-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51030 2262.000 kg | 2.00000 4524.00| | REINFORCING STEEL | | | 0040 703-51032 2184.000 kg | 2.30000 5023.20| | REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 0.800 m3 | 4825.00000 3860.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-51025 62.000 m | 140.00000 8680.00| | CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 1386.00000 1386.00| | SURFACE SEAL | | | 0044 715-05019 21.600 m | 615.27000 13289.83| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0045 715-05049 53.000 m | 22.50000 1192.50| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0046 715-05123 19.300 m | 496.00000 9572.80| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0047 715-46020 2.000 EACH| 400.00000 800.00| | PIPE END SECTION, 600 mm | | | 0048 715-46040 2.000 EACH| 757.00000 1514.00| | PIPE END SECTION, 900 mm | | | 0049 718-44279 12.000 m | 71.00000 852.00| | PIPE, UNDERDRAIN, NONPERFORATED, 1.63 | | | mm, 200 mm | | | 0050 722-51401 10.000 m2 | 300.00000 3000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0051 722-51842 379.300 m2 | 121.25000 45990.13| | BRIDGE DECK OVERLAY | | | 0052 722-51846 3.800 m3 | 395.00000 1501.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0053 722-51852 80.000 m2 | 125.00000 10000.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0054 722-60824 387.000 m2 | 14.10000 5456.70| | SURFACE MILLING | | | 0055 801-06203 126.000 m | 1.82000 229.32| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 2952.000 m | 4.40000 12988.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06605 4.000 EACH| 154.00000 616.00| | BARRICADE, IIIA | | | 0058 801-06640 21.000 EACH| 137.50000 2887.50| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 359 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 380,638.68 ROUTE : SR 54 CALL ORDER : 359 CONTRACT ID : B -24341-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06645 8.000 EACH| 44.00000 352.00| | CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 17000.00000 17000.00| | MAINTAINING TRAFFIC | | | 0061 806-01851 LUMP| 13225.00000 13225.00| | TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0062 808-06712 169.000 m | 0.90000 152.10| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 511.000 m | 0.90000 459.90| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06716 599.000 m | 2.20000 1317.80| | LINE, REMOVE | | | 0065 808-75996 4.000 EACH| 35.00000 140.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 11.000 EACH| 60.50000 665.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0067 801-03290 2.000 EACH| 159.50000 319.00| | CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 537,138.47| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 537,138.47| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 369 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,530.52 ROUTE : SR 58 CALL ORDER : 369 CONTRACT ID : B -24442-A COUNTIES : SULLIVAN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3277005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 174,864.10 100.0000% 2 35-1878024 RAGLE, INC. $ 185,329.78 105.9850% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 205,332.00 117.4237% 4 35-1616373 OXLEY, SAM & COMPANY $ 253,612.19 145.0338% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I 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| 800.00000 4800.00| 1350.00000 8100.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8750.00000 8750.00| 9000.00000 9000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 129.000 m2 | 30.00000 3870.00| 20.00000 2580.00| 20.00000 2580.00 PAVEMENT, REMOVE | | | 0005 202-02241 43.000 m | 13.00000 559.00| 7.00000 301.00| 10.00000 430.00 GUARDRAIL, REMOVE | | | 0006 202-02276 2.000 EACH| 350.00000 700.00| 250.00000 500.00| 450.00000 900.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02446 116.000 m | 45.00000 5220.00| 40.00000 4640.00| 125.00000 14500.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 8000.00000 8000.00| 47700.00000 47700.00| 19000.00000 19000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 363.000 m2 | 3.75000 1361.25| 5.00000 1815.00| 4.00000 1452.00 SURFACE MILLING, ASPHALT | | | 0010 203-02070 150.000 m3 | 15.00000 2250.00| 16.00000 2400.00| 50.00000 7500.00 BORROW | | | 0011 303-52308 52.000 Mg | 35.00000 1820.00| 22.00000 1144.00| 40.00000 2080.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 406-05521 659.000 m2 | 0.32000 210.88| 0.50000 329.50| 0.30000 197.70 ASPHALT FOR TACK COAT | | | 0013 501-05090 143.000 m2 | 78.00000 11154.00| 58.00000 8294.00| 80.00000 11440.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 369 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,530.52 ROUTE : SR 58 CALL ORDER : 369 CONTRACT ID : B -24442-A COUNTIES : SULLIVAN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01128 4.000 EACH| 1025.00000 4100.00| 950.00000 3800.00| 950.00000 3800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0015 601-01625 2.000 EACH| 1875.00000 3750.00| 1750.00000 3500.00| 1750.00000 3500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-01700 1.000 EACH| 1650.00000 1650.00| 1550.00000 1550.00| 1550.00000 1550.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-06037 3.000 EACH| 640.00000 1920.00| 600.00000 1800.00| 600.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 129.540 m | 34.00000 4404.36| 32.00000 4145.28| 32.00000 4145.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06729 12.000 EACH| 15.00000 180.00| 6.00000 72.00| 7.98000 95.76 BARRIER DELINEATOR | | | 0020 610-05527 60.000 Mg | 147.00000 8820.00| 136.00000 8160.00| 136.63000 8197.80 HMA FOR APPROACHES | | | 0021 616-02320 70.000 m2 | 6.00000 420.00| 2.00000 140.00| 10.00000 700.00 GEOTEXTILES | | | 0022 616-06396 24.600 Mg | 50.00000 1230.00| 25.00000 615.00| 65.00000 1599.00 RIPRAP | | | 0023 616-95754 43.000 m | 9.00000 387.00| 10.00000 430.00| 30.00000 1290.00 PAVED SIDE DITCH, BREAK | | | 0024 621-06559 50.000 m2 | 7.00000 350.00| 4.00000 200.00| 0.66000 33.00 MULCHED SEEDING, R | | | 0025 621-06564 50.000 m2 | 7.50000 375.00| 5.00000 250.00| 1.75000 87.50 MULCHED SEEDING, CV | | | 0026 621-06574 48.000 m2 | 8.00000 384.00| 6.00000 288.00| 14.87000 713.76 SODDING | | | 0027 702-51863 561.000 EACH| 8.00000 4488.00| 6.00000 3366.00| 11.00000 6171.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 2060.000 kg | 1.50000 3090.00| 1.45000 2987.00| 1.70000 3502.00 REINFORCING STEEL | | | 0029 703-51032 3255.000 kg | 1.75000 5696.25| 1.80000 5859.00| 1.80000 5859.00 REINFORCING STEEL, EPOXY COATED | | | 0030 706-01619 3.000 EACH| 830.00000 2490.00| 1000.00000 3000.00| 1250.00000 3750.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0031 706-51025 96.000 m | 110.00000 10560.00| 100.00000 9600.00| 150.00000 14400.00 CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 1750.00000 1750.00| 1400.00000 1400.00| 2000.00000 2000.00 SURFACE SEAL | | | 0033 722-51401 20.000 m2 | 440.00000 8800.00| 200.00000 4000.00| 400.00000 8000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 369 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,530.52 ROUTE : SR 58 CALL ORDER : 369 CONTRACT ID : B -24442-A COUNTIES : SULLIVAN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-51842 408.000 m2 | 51.90000 21175.20| 55.00000 22440.00| 60.00000 24480.00 BRIDGE DECK OVERLAY | | | 0035 722-51846 6.200 m3 | 395.00000 2449.00| 395.00000 2449.00| 395.00000 2449.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 100.000 m2 | 150.00000 15000.00| 50.00000 5000.00| 70.00000 7000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 408.000 m2 | 4.00000 1632.00| 5.00000 2040.00| 4.00000 1632.00 SURFACE MILLING | | | 0038 724-03276 21.000 m | 325.00000 6825.00| 250.00000 5250.00| 400.00000 8400.00 EXPANSION JOINT SEALING SYSTEM | | | 0039 801-04308 2.000 EACH| 400.00000 800.00| 375.00000 750.00| 245.00000 490.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06605 8.000 EACH| 65.00000 520.00| 58.00000 464.00| 105.00000 840.00 BARRICADE, IIIA | | | 0041 801-06606 8.000 EACH| 85.00000 680.00| 79.00000 632.00| 115.00000 920.00 BARRICADE, IIIB | | | 0042 801-06625 22.000 EACH| 75.00000 1650.00| 69.00000 1518.00| 95.00000 2090.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 16.000 EACH| 63.00000 1008.00| 59.00000 944.00| 95.00000 1520.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0045 808-06713 304.000 m | 1.62000 492.48| 1.50000 456.00| 1.65000 501.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 264.000 m | 1.62000 427.68| 1.50000 396.00| 1.65000 435.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-75996 10.000 EACH| 25.00000 250.00| 10.00000 100.00| 25.00000 250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 10.000 EACH| 121.50000 1215.00| 122.50000 1225.00| 45.00000 450.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 174,864.10| $ 185,329.78| $ 205,332.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 174,864.10| $ 185,329.78| $ 205,332.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 369 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,530.52 ROUTE : SR 58 CALL ORDER : 369 CONTRACT ID : B -24442-A COUNTIES : SULLIVAN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | 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 | 1200.00000 7200.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16657.20000 16657.20| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 129.000 m2 | 30.50000 3934.50| | PAVEMENT, REMOVE | | | 0005 202-02241 43.000 m | 42.00000 1806.00| | GUARDRAIL, REMOVE | | | 0006 202-02276 2.000 EACH| 350.00000 700.00| | GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02446 116.000 m | 142.00000 16472.00| | BRIDGE RAILING, CONCRETE, REMOVE | | | 0008 202-51328 LUMP| 18750.00000 18750.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 363.000 m2 | 9.45000 3430.35| | SURFACE MILLING, ASPHALT | | | 0010 203-02070 150.000 m3 | 54.00000 8100.00| | BORROW | | | 0011 303-52308 52.000 Mg | 80.00000 4160.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 406-05521 659.000 m2 | 0.33000 217.47| | ASPHALT FOR TACK COAT | | | 0013 501-05090 143.000 m2 | 157.25000 22486.75| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0014 601-01128 4.000 EACH| 1045.00000 4180.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0015 601-01625 2.000 EACH| 1925.00000 3850.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-01700 1.000 EACH| 1705.00000 1705.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0017 601-06037 3.000 EACH| 660.00000 1980.00| | GUARDRAIL END TREATMENT, I | | | 0018 601-99105 129.540 m | 35.20000 4559.81| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 369 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,530.52 ROUTE : SR 58 CALL ORDER : 369 CONTRACT ID : B -24442-A COUNTIES : SULLIVAN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 602-06729 12.000 EACH| 10.50000 126.00| | BARRIER DELINEATOR | | | 0020 610-05527 60.000 Mg | 150.30000 9018.00| | HMA FOR APPROACHES | | | 0021 616-02320 70.000 m2 | 12.00000 840.00| | GEOTEXTILES | | | 0022 616-06396 24.600 Mg | 37.25000 916.35| | RIPRAP | | | 0023 616-95754 43.000 m | 18.00000 774.00| | PAVED SIDE DITCH, BREAK | | | 0024 621-06559 50.000 m2 | 0.75000 37.50| | MULCHED SEEDING, R | | | 0025 621-06564 50.000 m2 | 2.00000 100.00| | MULCHED SEEDING, CV | | | 0026 621-06574 48.000 m2 | 18.50000 888.00| | SODDING | | | 0027 702-51863 561.000 EACH| 18.00000 10098.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51030 2060.000 kg | 2.00000 4120.00| | REINFORCING STEEL | | | 0029 703-51032 3255.000 kg | 2.30000 7486.50| | REINFORCING STEEL, EPOXY COATED | | | 0030 706-01619 3.000 EACH| 1150.00000 3450.00| | CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0031 706-51025 96.000 m | 210.00000 20160.00| | CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 1760.00000 1760.00| | SURFACE SEAL | | | 0033 722-51401 20.000 m2 | 300.00000 6000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 408.000 m2 | 60.00000 24480.00| | BRIDGE DECK OVERLAY | | | 0035 722-51846 6.200 m3 | 395.00000 2449.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 100.000 m2 | 70.00000 7000.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 408.000 m2 | 15.00000 6120.00| | SURFACE MILLING | | | 0038 724-03276 21.000 m | 428.50000 8998.50| | EXPANSION JOINT SEALING SYSTEM | | | 0039 801-04308 2.000 EACH| 269.50000 539.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 369 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 204,530.52 ROUTE : SR 58 CALL ORDER : 369 CONTRACT ID : B -24442-A COUNTIES : SULLIVAN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06605 8.000 EACH| 115.50000 924.00| | BARRICADE, IIIA | | | 0041 801-06606 8.000 EACH| 132.25000 1058.00| | BARRICADE, IIIB | | | 0042 801-06625 22.000 EACH| 109.25000 2403.50| | DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 16.000 EACH| 109.25000 1748.00| | CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0045 808-06713 304.000 m | 1.82000 553.28| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 264.000 m | 1.82000 480.48| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-75996 10.000 EACH| 40.00000 400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 10.000 EACH| 49.50000 495.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 253,612.19| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 253,612.19| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 379 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,199.71 ROUTE : NHS SR 63 CALL ORDER : 379 CONTRACT ID : B -24443-A COUNTIES : WARREN LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0910001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 309,894.50 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 375,711.28 121.2384% 3 35-1212938 ATLAS EXCAVATING, INC. $ 408,160.50 131.7095% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1212938 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1200.00000 9600.00| 1200.00000 9600.00| 750.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 13000.00000 13000.00| 18000.00000 18000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 199.000 m2 | 12.00000 2388.00| 45.00000 8955.00| 23.00000 4577.00 PAVEMENT, REMOVE | | | 0004 202-02241 248.000 m | 1.00000 248.00| 2.00000 496.00| 5.20000 1289.60 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-51822 1072.000 m2 | 4.50000 4824.00| 10.00000 10720.00| 6.10000 6539.20 BRIDGE DECK OVERLAY, REMOVE | | | 0007 202-60822 1072.000 m2 | 4.00000 4288.00| 7.00000 7504.00| 3.10000 3323.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 202-62420 176.000 m | 4.92000 865.92| 5.00000 880.00| 10.00000 1760.00 BRIDGE RAILING, REMOVE | | | 0009 303-60900 142.000 Mg | 17.58000 2496.36| 32.00000 4544.00| 35.00000 4970.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0010 601-01522 4.000 EACH| 1226.50000 4906.00| 1150.00000 4600.00| 1270.00000 5080.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-94689 2.000 EACH| 3580.00000 7160.00| 3300.00000 6600.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, OS | | | 0012 601-94690 2.000 EACH| 3580.00000 7160.00| 3300.00000 6600.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, MS | | | 0013 601-99105 152.400 m | 34.65000 5280.66| 32.00000 4876.80| 33.00000 5029.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0014 601-99108 183.000 m | 50.00000 9150.00| 46.00000 8418.00| 47.00000 8601.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 379 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,199.71 ROUTE : NHS SR 63 CALL ORDER : 379 CONTRACT ID : B -24443-A COUNTIES : WARREN LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1212938 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 602-06639 244.000 m | 52.00000 12688.00| 75.00000 18300.00| 90.00000 21960.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0016 602-06646 122.000 m | 52.00000 6344.00| 70.00000 8540.00| 78.00000 9516.00 TEMPORARY CONCRETE BARRIER | | | 0017 602-06729 16.000 EACH| 15.00000 240.00| 15.00000 240.00| 5.20000 83.20 BARRIER DELINEATOR | | | 0018 610-05527 426.000 Mg | 86.00000 36636.00| 57.00000 24282.00| 82.00000 34932.00 HMA FOR APPROACHES | | | 0019 610-06259 396.000 m2 | 52.67000 20857.32| 62.00000 24552.00| 59.00000 23364.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0020 702-51863 888.000 EACH| 6.00000 5328.00| 7.00000 6216.00| 7.30000 6482.40 FIELD DRILLED HOLE IN CONCRETE | | | 0021 703-51032 13164.000 kg | 1.35000 17771.40| 2.00000 26328.00| 1.60000 21062.40 REINFORCING STEEL, EPOXY COATED | | | 0022 703-97703 52.000 EACH| 10.00000 520.00| 10.00000 520.00| 18.00000 936.00 THREADED BAR SPLICE, EPOXY COATED | | | 0023 706-05732 8.000 EACH| 1000.00000 8000.00| 1200.00000 9600.00| 1050.00000 8400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0024 706-51025 180.000 m | 127.83000 23009.40| 125.00000 22500.00| 150.00000 27000.00 CONCRETE, C, RAILING | | | 0025 709-51821 LUMP| 3500.00000 3500.00| 3600.00000 3600.00| 4500.00000 4500.00 SURFACE SEAL | | | 0026 722-51842 1072.000 m2 | 40.00000 42880.00| 50.00000 53600.00| 48.00000 51456.00 BRIDGE DECK OVERLAY | | | 0027 722-51846 5.500 m3 | 395.00000 2172.50| 395.00000 2172.50| 395.00000 2172.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0028 722-51852 54.000 m2 | 64.56000 3486.24| 65.00000 3510.00| 115.00000 6210.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0029 724-03276 50.000 m | 260.00000 13000.00| 325.00000 16250.00| 295.00000 14750.00 EXPANSION JOINT SEALING SYSTEM | | | 0030 801-06207 2488.000 m | 3.25000 8086.00| 3.00000 7464.00| 3.10000 7712.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0031 801-06640 16.000 EACH| 100.00000 1600.00| 50.00000 800.00| 70.00000 1120.00 CONSTRUCTION SIGN, A | | | 0032 801-06645 4.000 EACH| 50.00000 200.00| 25.00000 100.00| 28.00000 112.00 CONSTRUCTION SIGN, B | | | 0033 801-06710 180.000 DAY | 18.00000 3240.00| 14.00000 2520.00| 15.00000 2700.00 FLASHING ARROW SIGN | | | 0034 801-06775 LUMP| 6000.00000 6000.00| 20000.00000 20000.00| 24500.00000 24500.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 379 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 366,199.71 ROUTE : NHS SR 63 CALL ORDER : 379 CONTRACT ID : B -24443-A COUNTIES : WARREN LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1212938 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06713 422.000 m | 0.95000 400.90| 1.00000 422.00| 1.00000 422.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0036 808-06714 422.000 m | 0.95000 400.90| 1.00000 422.00| 1.00000 422.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0037 808-06716 822.000 m | 1.35000 1109.70| 1.25000 1027.50| 1.40000 1150.80 LINE, REMOVE | | | 0038 808-75001 131.000 m | 1.20000 157.20| 1.08000 141.48| 1.20000 157.20 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0039 808-75998 6.000 EACH| 150.00000 900.00| 135.00000 810.00| 145.00000 870.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 309,894.50| $ 375,711.28| $ 408,160.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 309,894.50| $ 375,711.28| $ 408,160.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 389 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 460,459.94 ROUTE : I-69 CALL ORDER : 389 CONTRACT ID : B -24445-A COUNTIES : HAMILTON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0691096 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 382,625.79 100.0000% 2 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 382,945.39 100.0835% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 398,121.17 104.0497% 4 35-1447641 STRUCTURE CONTRACTORS $ 404,981.63 105.8427% 5 35-1212938 ATLAS EXCAVATING, INC. $ 454,358.32 118.7474% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 469,769.00 122.7750% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0906416 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. 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 | 1400.00000 8400.00| 1046.12000 6276.72| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 200.00000 200.00| 2092.29000 2092.29| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19100.00000 19100.00| 18846.07000 18846.07| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 90.000 m2 | 30.00000 2700.00| 23.50000 2115.00| 24.00000 2160.00 PAVEMENT, REMOVE | | | 0005 202-02241 576.000 m | 3.75000 2160.00| 4.27000 2459.52| 6.00000 3456.00 GUARDRAIL, REMOVE | | | 0006 202-02272 158.000 m | 7.00000 1106.00| 19.65000 3104.70| 12.00000 1896.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-02276 4.000 EACH| 200.00000 800.00| 618.72000 2474.88| 150.00000 600.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-03729 42.060 m | 10.00000 420.60| 81.04000 3408.54| 24.00000 1009.44 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 202-51328 LUMP| 38700.00000 38700.00| 34589.76000 34589.76| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 77.000 m2 | 25.00000 1925.00| 71.11000 5475.47| 20.00000 1540.00 SLOPEWALL, REMOVE | | | 0011 202-60820 186.000 m2 | 6.79000 1262.94| 8.96000 1666.56| 10.00000 1860.00 SURFACE MILLING, ASPHALT | | | 0012 202-74095 1.000 EACH| 745.00000 745.00| 805.43000 805.43| 750.00000 750.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 389 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 460,459.94 ROUTE : I-69 CALL ORDER : 389 CONTRACT ID : B -24445-A COUNTIES : HAMILTON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0906416 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-96151 LUMP| 200.00000 200.00| 853.10000 853.10| 300.00000 300.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0014 203-02070 100.000 m3 | 20.00000 2000.00| 30.06000 3006.00| 20.00000 2000.00 BORROW | | | 0015 203-02080 0.234 km | 8000.00000 1872.00| 32480.47000 7600.43| 20000.00000 4680.00 LINEAR GRADING | | | 0016 213-52830 10.000 m3 | 125.00000 1250.00| 306.35000 3063.50| 150.00000 1500.00 FLOWABLE MORTAR | | | 0017 303-60900 56.000 Mg | 55.00000 3080.00| 36.61000 2050.16| 24.00000 1344.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0018 406-05521 601.000 m2 | 0.11000 66.11| 0.12000 72.12| 1.25000 751.25 ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1164.00000 4656.00| 1072.95000 4291.80| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-04746 1.000 EACH| 7910.00000 7910.00| 7291.90000 7291.90| 5000.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-05999 1.000 EACH| 34.00000 34.00| 36.46000 36.46| 50.00000 50.00 CURVED TERMINAL END | | | 0022 601-06037 4.000 EACH| 640.00000 2560.00| 588.56000 2354.24| 625.00000 2500.00 GUARDRAIL END TREATMENT, I | | | 0023 601-94689 1.000 EACH| 3412.00000 3412.00| 3145.93000 3145.93| 3500.00000 3500.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 201.930 m | 36.16000 7301.79| 33.50000 6764.66| 37.50000 7572.38 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 601-99106 7.620 m | 67.80000 516.64| 68.34000 520.75| 60.00000 457.20 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0026 602-06639 214.000 m | 83.00000 17762.00| 52.99000 11339.86| 60.00000 12840.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06646 183.000 m | 76.00000 13908.00| 52.99000 9697.17| 60.00000 10980.00 TEMPORARY CONCRETE BARRIER | | | 0028 602-06729 26.000 EACH| 8.00000 208.00| 8.33000 216.58| 8.00000 208.00 BARRIER DELINEATOR | | | 0029 610-05527 340.000 Mg | 102.00000 34680.00| 83.37000 28345.80| 100.00000 34000.00 HMA FOR APPROACHES | | | 0030 610-06257 152.000 m2 | 64.00000 9728.00| 74.53000 11328.56| 57.00000 8664.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 616-02320 520.000 m2 | 2.40000 1248.00| 5.92000 3078.40| 3.00000 1560.00 GEOTEXTILES | | | 0032 616-06405 320.000 Mg | 29.00000 9280.00| 35.62000 11398.40| 25.00000 8000.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 389 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 460,459.94 ROUTE : I-69 CALL ORDER : 389 CONTRACT ID : B -24445-A COUNTIES : HAMILTON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0906416 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-51367 116.000 m2 | 65.00000 7540.00| 72.38000 8396.08| 50.00000 5800.00 SLOPEWALL, CONCRETE, 100 mm | | | 0034 619-61505 LUMP| 7900.00000 7900.00| 11458.70000 11458.70| 10000.00000 10000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0035 619-93423 LUMP| 1695.00000 1695.00| 4166.80000 4166.80| 1500.00000 1500.00 POLLUTION CONTROL | | | 0036 621-01004 1.000 EACH| 340.00000 340.00| 312.51000 312.51| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 100.000 m2 | 3.40000 340.00| 4.92000 492.00| 1.00000 100.00 MULCHED SEEDING, R | | | 0038 702-51863 616.000 EACH| 5.00000 3080.00| 7.74000 4767.84| 7.50000 4620.00 FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51030 2140.000 kg | 1.65000 3531.00| 1.74000 3723.60| 2.00000 4280.00 REINFORCING STEEL | | | 0040 703-51032 4830.000 kg | 1.87000 9032.10| 1.83000 8838.90| 2.00000 9660.00 REINFORCING STEEL, EPOXY COATED | | | 0041 703-97936 60.000 EACH| 12.00000 720.00| 10.66000 639.60| 15.00000 900.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 704-51001 8.700 m3 | 1200.00000 10440.00| 1967.29000 17115.42| 1500.00000 13050.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0043 706-05732 4.000 EACH| 1400.00000 5600.00| 1145.87000 4583.48| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51025 129.000 m | 115.47000 14895.63| 138.52000 17869.08| 180.00000 23220.00 CONCRETE, C, RAILING | | | 0045 709-51821 LUMP| 2200.00000 2200.00| 2395.91000 2395.91| 2500.00000 2500.00 SURFACE SEAL | | | 0046 711-96242 12.000 EACH| 244.83000 2937.96| 256.17000 3074.04| 300.00000 3600.00 DIAPHRAGM, RESET | | | 0047 722-51401 70.000 m2 | 86.00000 6020.00| 30.83000 2158.10| 200.00000 14000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 663.000 m2 | 40.41000 26791.83| 33.86000 22449.18| 48.00000 31824.00 BRIDGE DECK OVERLAY | | | 0049 722-51846 11.700 m3 | 395.00000 4621.50| 395.00000 4621.50| 395.00000 4621.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 200.000 m2 | 71.00000 14200.00| 11.95000 2390.00| 78.00000 15600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 722-60824 638.000 m2 | 6.79000 4332.02| 6.70000 4274.60| 7.50000 4785.00 SURFACE MILLING | | | 0052 801-06203 274.000 m | 1.19000 326.06| 1.38000 378.12| 1.50000 411.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 389 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 460,459.94 ROUTE : I-69 CALL ORDER : 389 CONTRACT ID : B -24445-A COUNTIES : HAMILTON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0906416 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06207 1003.000 m | 3.00000 3009.00| 3.22000 3229.66| 3.20000 3209.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06640 34.000 EACH| 73.45000 2497.30| 78.13000 2656.42| 80.00000 2720.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 2.000 EACH| 51.00000 102.00| 41.67000 83.34| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 7480.00000 7480.00| 13377.89000 13377.89| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0057 802-02158 1.000 EACH| 1794.00000 1794.00| 510.43000 510.43| 1650.00000 1650.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0058 802-02293 5.200 m3 | 540.00000 2808.00| 885.45000 4604.34| 500.00000 2600.00 CONCRETE, SIGN FOUNDATION | | | 0059 802-96915 LUMP| 800.00000 800.00| 520.85000 520.85| 750.00000 750.00 SIGN, RELOCATE | | | 0060 803-02310 448.000 kg | 1.14000 510.72| 4.01000 1796.48| 1.25000 560.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0061 803-76140 1.000 EACH| 16785.00000 16785.00| 16667.20000 16667.20| 15500.00000 15500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0062 805-86930 3.000 EACH| 13.95000 41.85| 21.88000 65.64| 40.00000 120.00 INSULATING LINK, NOT WATERPROOFED | | | 0063 805-98335 50.000 m | 62.60000 3130.00| 34.19000 1709.50| 60.00000 3000.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0064 806-53072 LUMP| 15300.00000 15300.00| 9166.96000 9166.96| 10600.00000 10600.00 TEMPORARY TRAFFIC SIGNAL | | | 0065 807-82016 1.000 EACH| 587.00000 587.00| 1875.06000 1875.06| 550.00000 550.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0066 807-86910 1.000 EACH| 33.00000 33.00| 36.46000 36.46| 35.00000 35.00 CONNECTOR KIT, UNFUSED | | | 0067 807-86915 2.000 EACH| 36.50000 73.00| 36.46000 72.92| 35.00000 70.00 CONNECTOR KIT, FUSED | | | 0068 808-06713 616.000 m | 0.71000 437.36| 0.85000 523.60| 0.80000 492.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 690.000 m | 0.71000 489.90| 0.85000 586.50| 0.80000 552.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 896.000 m | 1.13000 1012.48| 1.77000 1585.92| 2.00000 1792.00 LINE, REMOVE | | | SECTION TOTALS | $ 382,625.79| $ 382,945.39| $ 398,121.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 382,625.79| $ 382,945.39| $ 398,121.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 389 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 460,459.94 ROUTE : I-69 CALL ORDER : 389 CONTRACT ID : B -24445-A COUNTIES : HAMILTON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1212938 |(6) 35-2040801 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I 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 | 700.00000 4200.00| 750.00000 4500.00| 1350.00000 8100.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19200.00000 19200.00| 34500.00000 34500.00| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 90.000 m2 | 55.00000 4950.00| 26.00000 2340.00| 30.00000 2700.00 PAVEMENT, REMOVE | | | 0005 202-02241 576.000 m | 7.00000 4032.00| 4.57000 2632.32| 4.00000 2304.00 GUARDRAIL, REMOVE | | | 0006 202-02272 158.000 m | 30.00000 4740.00| 19.00000 3002.00| 30.00000 4740.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-02276 4.000 EACH| 110.00000 440.00| 450.00000 1800.00| 750.00000 3000.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0008 202-03729 42.060 m | 50.00000 2103.00| 125.00000 5257.50| 50.00000 2103.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 202-51328 LUMP| 44000.00000 44000.00| 63000.00000 63000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-51368 77.000 m2 | 55.00000 4235.00| 24.00000 1848.00| 75.00000 5775.00 SLOPEWALL, REMOVE | | | 0011 202-60820 186.000 m2 | 8.00000 1488.00| 9.50000 1767.00| 10.00000 1860.00 SURFACE MILLING, ASPHALT | | | 0012 202-74095 1.000 EACH| 480.00000 480.00| 550.00000 550.00| 480.00000 480.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0013 202-96151 LUMP| 800.00000 800.00| 1200.00000 1200.00| 700.00000 700.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0014 203-02070 100.000 m3 | 28.00000 2800.00| 18.00000 1800.00| 65.00000 6500.00 BORROW | | | 0015 203-02080 0.234 km | 6000.00000 1404.00| 35000.00000 8190.00| 15000.00000 3510.00 LINEAR GRADING | | | 0016 213-52830 10.000 m3 | 125.00000 1250.00| 220.00000 2200.00| 300.00000 3000.00 FLOWABLE MORTAR | | | 0017 303-60900 56.000 Mg | 38.00000 2128.00| 38.00000 2128.00| 50.00000 2800.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0018 406-05521 601.000 m2 | 1.15000 691.15| 0.10000 60.10| 0.10000 60.10 ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1030.00000 4120.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 389 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 460,459.94 ROUTE : I-69 CALL ORDER : 389 CONTRACT ID : B -24445-A COUNTIES : HAMILTON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1212938 |(6) 35-2040801 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-04746 1.000 EACH| 8500.00000 8500.00| 4000.00000 4000.00| 7000.00000 7000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-05999 1.000 EACH| 35.00000 35.00| 32.00000 32.00| 30.00000 30.00 CURVED TERMINAL END | | | 0022 601-06037 4.000 EACH| 550.00000 2200.00| 595.00000 2380.00| 565.00000 2260.00 GUARDRAIL END TREATMENT, I | | | 0023 601-94689 1.000 EACH| 3150.00000 3150.00| 3170.00000 3170.00| 3020.00000 3020.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 201.930 m | 34.00000 6865.62| 33.50000 6764.66| 32.00000 6461.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 601-99106 7.620 m | 64.00000 487.68| 62.00000 472.44| 60.00000 457.20 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0026 602-06639 214.000 m | 60.00000 12840.00| 80.00000 17120.00| 125.00000 26750.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0027 602-06646 183.000 m | 60.00000 10980.00| 70.00000 12810.00| 120.00000 21960.00 TEMPORARY CONCRETE BARRIER | | | 0028 602-06729 26.000 EACH| 10.00000 260.00| 5.20000 135.20| 10.00000 260.00 BARRIER DELINEATOR | | | 0029 610-05527 340.000 Mg | 86.05000 29257.00| 100.00000 34000.00| 95.01000 32303.40 HMA FOR APPROACHES | | | 0030 610-06257 152.000 m2 | 62.00000 9424.00| 53.00000 8056.00| 100.00000 15200.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 616-02320 520.000 m2 | 3.00000 1560.00| 5.00000 2600.00| 3.00000 1560.00 GEOTEXTILES | | | 0032 616-06405 320.000 Mg | 25.00000 8000.00| 21.50000 6880.00| 43.00000 13760.00 RIPRAP, REVETMENT | | | 0033 616-51367 116.000 m2 | 65.00000 7540.00| 37.00000 4292.00| 100.00000 11600.00 SLOPEWALL, CONCRETE, 100 mm | | | 0034 619-61505 LUMP| 9000.00000 9000.00| 8500.00000 8500.00| 8760.00000 8760.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0035 619-93423 LUMP| 1200.00000 1200.00| 1600.00000 1600.00| 1200.00000 1200.00 POLLUTION CONTROL | | | 0036 621-01004 1.000 EACH| 300.00000 300.00| 320.00000 320.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 100.000 m2 | 3.00000 300.00| 3.10000 310.00| 3.00000 300.00 MULCHED SEEDING, R | | | 0038 702-51863 616.000 EACH| 6.00000 3696.00| 8.60000 5297.60| 11.00000 6776.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 389 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 460,459.94 ROUTE : I-69 CALL ORDER : 389 CONTRACT ID : B -24445-A COUNTIES : HAMILTON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1212938 |(6) 35-2040801 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-51030 2140.000 kg | 1.25000 2675.00| 1.55000 3317.00| 1.65000 3531.00 REINFORCING STEEL | | | 0040 703-51032 4830.000 kg | 1.50000 7245.00| 1.60000 7728.00| 1.75000 8452.50 REINFORCING STEEL, EPOXY COATED | | | 0041 703-97936 60.000 EACH| 12.00000 720.00| 19.00000 1140.00| 12.00000 720.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0042 704-51001 8.700 m3 | 1000.00000 8700.00| 750.00000 6525.00| 1250.00000 10875.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0043 706-05732 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0044 706-51025 129.000 m | 125.00000 16125.00| 148.00000 19092.00| 150.00000 19350.00 CONCRETE, C, RAILING | | | 0045 709-51821 LUMP| 2500.00000 2500.00| 3700.00000 3700.00| 2100.00000 2100.00 SURFACE SEAL | | | 0046 711-96242 12.000 EACH| 200.00000 2400.00| 380.00000 4560.00| 350.00000 4200.00 DIAPHRAGM, RESET | | | 0047 722-51401 70.000 m2 | 215.43000 15080.10| 310.00000 21700.00| 300.00000 21000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 663.000 m2 | 50.00000 33150.00| 52.00000 34476.00| 70.00000 46410.00 BRIDGE DECK OVERLAY | | | 0049 722-51846 11.700 m3 | 395.00000 4621.50| 395.00000 4621.50| 395.00000 4621.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 200.000 m2 | 65.00000 13000.00| 110.00000 22000.00| 70.00000 14000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 722-60824 638.000 m2 | 7.00000 4466.00| 4.00000 2552.00| 5.00000 3190.00 SURFACE MILLING | | | 0052 801-06203 274.000 m | 1.50000 411.00| 1.20000 328.80| 1.30000 356.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0053 801-06207 1003.000 m | 3.06000 3069.18| 3.20000 3209.60| 3.05000 3059.15 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06640 34.000 EACH| 75.00000 2550.00| 55.00000 1870.00| 75.00000 2550.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 2.000 EACH| 35.00000 70.00| 27.00000 54.00| 35.00000 70.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 26000.00000 26000.00| 10000.00000 10000.00| 6457.37000 6457.37 MAINTAINING TRAFFIC | | | 0057 802-02158 1.000 EACH| 500.00000 500.00| 510.00000 510.00| 1587.31000 1587.31 SIGN, PANEL, REMOVE AND REINSTALL | | | 0058 802-02293 5.200 m3 | 700.00000 3640.00| 680.00000 3536.00| 477.76000 2484.35 CONCRETE, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 389 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 460,459.94 ROUTE : I-69 CALL ORDER : 389 CONTRACT ID : B -24445-A COUNTIES : HAMILTON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1212938 |(6) 35-2040801 |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 802-96915 LUMP| 500.00000 500.00| 525.00000 525.00| 711.67000 711.67 SIGN, RELOCATE | | | 0060 803-02310 448.000 kg | 4.00000 1792.00| 4.00000 1792.00| 1.01000 452.48 REINFORCING STEEL, SIGN FOUNDATION | | | 0061 803-76140 1.000 EACH| 14600.00000 14600.00| 17000.00000 17000.00| 14854.55000 14854.55 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0062 805-86930 3.000 EACH| 32.00000 96.00| 22.00000 66.00| 12.34000 37.02 INSULATING LINK, NOT WATERPROOFED | | | 0063 805-98335 50.000 m | 15.00000 750.00| 32.00000 1600.00| 55.38000 2769.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0064 806-53072 LUMP| 12000.00000 12000.00| 9500.00000 9500.00| 13559.66000 13559.66 TEMPORARY TRAFFIC SIGNAL | | | 0065 807-82016 1.000 EACH| 300.00000 300.00| 1880.00000 1880.00| 519.56000 519.56 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0066 807-86910 1.000 EACH| 30.00000 30.00| 19.00000 19.00| 29.56000 29.56 CONNECTOR KIT, UNFUSED | | | 0067 807-86915 2.000 EACH| 35.00000 70.00| 19.00000 38.00| 30.67000 61.34 CONNECTOR KIT, FUSED | | | 0068 808-06713 616.000 m | 1.00000 616.00| 0.60000 369.60| 0.82000 505.12 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 690.000 m | 1.00000 690.00| 0.60000 414.00| 0.82000 565.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06716 896.000 m | 1.65000 1478.40| 1.25000 1120.00| 1.65000 1478.40 LINE, REMOVE | | | SECTION TOTALS | $ 404,981.63| $ 454,358.32| $ 469,769.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 404,981.63| $ 454,358.32| $ 469,769.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 399 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,866.53 ROUTE : NHS US 231 CALL ORDER : 399 CONTRACT ID : B -24447-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0756013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1271480 T-D & O, LLC. $ 223,255.73 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 289,671.34 129.7486% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 297,828.00 133.4021% 4 35-1801998 CLR, INC. $ 307,115.65 137.5622% 5 35-1878024 RAGLE, INC. $ 332,457.99 148.9135% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 335,906.95 150.4583% ==================================================================================================================================== |(1) 35-1271480 |(2) 35-1364963 |(3) 35-2040801 |T-D & O, LLC. |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1000.00000 8000.00| 1000.00000 8000.00| 1500.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10625.81000 10625.81| 14250.00000 14250.00| 14500.00000 14500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 118.000 m2 | 10.00000 1180.00| 25.00000 2950.00| 25.00000 2950.00 PAVEMENT, REMOVE | | | 0005 202-02241 168.000 m | 2.00000 336.00| 3.50000 588.00| 5.50000 924.00 GUARDRAIL, REMOVE | | | 0006 202-05532 430.000 m2 | 4.00000 1720.00| 7.50000 3225.00| 8.50000 3655.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0007 202-51328 LUMP| 13000.00000 13000.00| 37000.00000 37000.00| 28000.00000 28000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 114.000 m2 | 3.50000 399.00| 14.00000 1596.00| 12.00000 1368.00 SURFACE MILLING, ASPHALT | | | 0009 202-62420 64.000 m | 6.20000 396.80| 7.50000 480.00| 12.00000 768.00 BRIDGE RAILING, REMOVE | | | 0010 303-52308 96.000 Mg | 20.00000 1920.00| 25.00000 2400.00| 30.00000 2880.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 114.000 m2 | 0.30000 34.20| 6.00000 684.00| 3.40000 387.60 ASPHALT FOR TACK COAT | | | 0012 501-05090 264.000 m2 | 50.00000 13200.00| 55.00000 14520.00| 52.00000 13728.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 399 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,866.53 ROUTE : NHS US 231 CALL ORDER : 399 CONTRACT ID : B -24447-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1271480 |(2) 35-1364963 |(3) 35-2040801 |T-D & O, LLC. |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-01522 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1095.00000 4380.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 2.000 EACH| 8200.00000 16400.00| 4520.00000 9040.00| 6950.00000 13900.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-06037 4.000 EACH| 600.00000 2400.00| 650.00000 2600.00| 575.00000 2300.00 GUARDRAIL END TREATMENT, I | | | 0016 601-99105 240.000 m | 32.00000 7680.00| 40.00000 9600.00| 31.00000 7440.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 128.020 m | 60.00000 7681.20| 62.00000 7937.24| 90.00000 11521.80 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 73.160 m | 40.00000 2926.40| 60.00000 4389.60| 80.00000 5852.80 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 14.000 EACH| 8.00000 112.00| 8.00000 112.00| 8.00000 112.00 BARRIER DELINEATOR | | | 0020 610-05527 268.000 Mg | 45.00000 12060.00| 82.00000 21976.00| 95.00000 25460.00 HMA FOR APPROACHES | | | 0021 616-02320 75.000 m2 | 2.00000 150.00| 3.00000 225.00| 4.50000 337.50 GEOTEXTILES | | | 0022 616-06396 140.000 Mg | 20.00000 2800.00| 32.00000 4480.00| 35.00000 4900.00 RIPRAP | | | 0023 702-51863 104.000 EACH| 6.00000 624.00| 15.00000 1560.00| 12.00000 1248.00 FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-01540 34.000 EACH| 13.00000 442.00| 20.00000 680.00| 14.00000 476.00 THREADED TIE BAR ASSEMBLY | | | 0025 703-51030 4046.000 kg | 1.00000 4046.00| 1.80000 7282.80| 1.30000 5259.80 REINFORCING STEEL | | | 0026 703-51032 8323.000 kg | 1.25000 10403.75| 1.80000 14981.40| 1.40000 11652.20 REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 30.800 m3 | 400.00000 12320.00| 750.00000 23100.00| 700.00000 21560.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 1150.00000 4600.00| 1200.00000 4800.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 64.000 m | 150.00000 9600.00| 150.00000 9600.00| 140.00000 8960.00 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 2000.00000 2000.00 SURFACE SEAL | | | 0031 722-51842 424.000 m2 | 45.00000 19080.00| 59.50000 25228.00| 65.00000 27560.00 BRIDGE DECK OVERLAY | | | 0032 722-51846 4.100 m3 | 395.00000 1619.50| 395.00000 1619.50| 395.00000 1619.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0033 722-51852 40.000 m2 | 55.00000 2200.00| 75.00000 3000.00| 100.00000 4000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 399 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,866.53 ROUTE : NHS US 231 CALL ORDER : 399 CONTRACT ID : B -24447-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1271480 |(2) 35-1364963 |(3) 35-2040801 |T-D & O, LLC. |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-60824 392.000 m2 | 5.00000 1960.00| 7.50000 2940.00| 9.00000 3528.00 SURFACE MILLING | | | 0035 801-06203 132.000 m | 1.15000 151.80| 1.35000 178.20| 2.00000 264.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 2744.000 m | 4.00000 10976.00| 3.10000 8506.40| 3.00000 8232.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 22.000 EACH| 55.00000 1210.00| 80.00000 1760.00| 100.00000 2200.00 CONSTRUCTION SIGN, A | | | 0038 801-06645 6.000 EACH| 25.00000 150.00| 35.00000 210.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0040 801-97643 263.520 m | 17.50000 4611.60| 22.50000 5929.20| 18.75000 4941.00 TEMPORARY BUZZ STRIPS | | | 0041 806-01851 LUMP| 17500.00000 17500.00| 12500.00000 12500.00| 14000.00000 14000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0042 808-06712 149.000 m | 0.77500 115.48| 1.00000 149.00| 1.06000 157.94 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 450.000 m | 0.77500 348.75| 1.00000 450.00| 1.06000 477.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 597.000 m | 0.77500 462.68| 1.00000 597.00| 1.06000 632.82 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 972.000 m | 1.33000 1292.76| 2.25000 2187.00| 2.40000 2332.80 LINE, REMOVE | | | 0046 808-75996 6.000 EACH| 20.00000 120.00| 20.00000 120.00| 27.04000 162.24 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 6.000 EACH| 200.00000 1200.00| 90.00000 540.00| 150.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 223,255.73| $ 289,671.34| $ 297,828.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,255.73| $ 289,671.34| $ 297,828.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 399 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,866.53 ROUTE : NHS US 231 CALL ORDER : 399 CONTRACT ID : B -24447-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1878024 |(6) 35-1618530 |CLR, INC. |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1200.00000 9600.00| 500.00000 4000.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15500.00000 15500.00| 16800.00000 16800.00| 16800.00000 16800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 118.000 m2 | 37.00000 4366.00| 25.00000 2950.00| 45.00000 5310.00 PAVEMENT, REMOVE | | | 0005 202-02241 168.000 m | 13.00000 2184.00| 2.00000 336.00| 3.50000 588.00 GUARDRAIL, REMOVE | | | 0006 202-05532 430.000 m2 | 7.00000 3010.00| 9.00000 3870.00| 8.50000 3655.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0007 202-51328 LUMP| 25000.00000 25000.00| 54200.00000 54200.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 114.000 m2 | 16.00000 1824.00| 4.50000 513.00| 8.50000 969.00 SURFACE MILLING, ASPHALT | | | 0009 202-62420 64.000 m | 27.00000 1728.00| 5.00000 320.00| 6.50000 416.00 BRIDGE RAILING, REMOVE | | | 0010 303-52308 96.000 Mg | 43.00000 4128.00| 20.00000 1920.00| 45.00000 4320.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 114.000 m2 | 3.60000 410.40| 3.40000 387.60| 3.50000 399.00 ASPHALT FOR TACK COAT | | | 0012 501-05090 264.000 m2 | 77.00000 20328.00| 55.00000 14520.00| 75.00000 19800.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0013 601-01522 4.000 EACH| 1275.00000 5100.00| 1300.00000 5200.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 2.000 EACH| 4200.00000 8400.00| 8200.00000 16400.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-06037 4.000 EACH| 625.00000 2500.00| 1200.00000 4800.00| 625.00000 2500.00 GUARDRAIL END TREATMENT, I | | | 0016 601-99105 240.000 m | 40.50000 9720.00| 32.00000 7680.00| 33.00000 7920.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 128.020 m | 72.00000 9217.44| 110.00000 14082.20| 100.00000 12802.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 73.160 m | 52.00000 3804.32| 105.00000 7681.80| 95.00000 6950.20 TEMPORARY CONCRETE BARRIER | | | 0019 602-06729 14.000 EACH| 12.00000 168.00| 6.00000 84.00| 8.00000 112.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 399 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,866.53 ROUTE : NHS US 231 CALL ORDER : 399 CONTRACT ID : B -24447-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1878024 |(6) 35-1618530 |CLR, INC. |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 268.000 Mg | 99.00000 26532.00| 100.00000 26800.00| 70.00000 18760.00 HMA FOR APPROACHES | | | 0021 616-02320 75.000 m2 | 13.00000 975.00| 2.00000 150.00| 5.00000 375.00 GEOTEXTILES | | | 0022 616-06396 140.000 Mg | 26.00000 3640.00| 22.00000 3080.00| 40.00000 5600.00 RIPRAP | | | 0023 702-51863 104.000 EACH| 28.00000 2912.00| 7.00000 728.00| 15.00000 1560.00 FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-01540 34.000 EACH| 9.00000 306.00| 10.00000 340.00| 15.00000 510.00 THREADED TIE BAR ASSEMBLY | | | 0025 703-51030 4046.000 kg | 1.35000 5462.10| 1.50000 6069.00| 1.60000 6473.60 REINFORCING STEEL | | | 0026 703-51032 8323.000 kg | 1.75000 14565.25| 1.75000 14565.25| 1.75000 14565.25 REINFORCING STEEL, EPOXY COATED | | | 0027 704-51002 30.800 m3 | 800.00000 24640.00| 700.00000 21560.00| 1000.00000 30800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-05732 4.000 EACH| 950.00000 3800.00| 1000.00000 4000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0029 706-51025 64.000 m | 150.00000 9600.00| 135.00000 8640.00| 125.00000 8000.00 CONCRETE, C, RAILING | | | 0030 709-51821 LUMP| 1600.00000 1600.00| 2800.00000 2800.00| 1200.00000 1200.00 SURFACE SEAL | | | 0031 722-51842 424.000 m2 | 62.00000 26288.00| 70.00000 29680.00| 100.00000 42400.00 BRIDGE DECK OVERLAY | | | 0032 722-51846 4.100 m3 | 395.00000 1619.50| 395.00000 1619.50| 395.00000 1619.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0033 722-51852 40.000 m2 | 160.00000 6400.00| 40.00000 1600.00| 150.00000 6000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0034 722-60824 392.000 m2 | 8.25000 3234.00| 3.20000 1254.40| 8.50000 3332.00 SURFACE MILLING | | | 0035 801-06203 132.000 m | 1.05000 138.60| 1.50000 198.00| 1.00000 132.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 2744.000 m | 3.20000 8780.80| 3.00000 8232.00| 3.25000 8918.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 22.000 EACH| 75.00000 1650.00| 55.00000 1210.00| 75.00000 1650.00 CONSTRUCTION SIGN, A | | | 0038 801-06645 6.000 EACH| 40.00000 240.00| 25.00000 150.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0039 801-06775 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 14100.00000 14100.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 399 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,866.53 ROUTE : NHS US 231 CALL ORDER : 399 CONTRACT ID : B -24447-A COUNTIES : MARTIN LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-1878024 |(6) 35-1618530 |CLR, INC. |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-97643 263.520 m | 20.50000 5402.16| 17.50000 4611.60| 20.00000 5270.40 TEMPORARY BUZZ STRIPS | | | 0041 806-01851 LUMP| 12500.00000 12500.00| 30000.00000 30000.00| 16500.00000 16500.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0042 808-06712 149.000 m | 0.98000 146.02| 0.78000 116.22| 1.00000 149.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 450.000 m | 0.98000 441.00| 0.78000 351.00| 1.00000 450.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 597.000 m | 0.98000 585.06| 0.78000 465.66| 1.00000 597.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 972.000 m | 2.00000 1944.00| 1.33000 1292.76| 2.00000 1944.00 LINE, REMOVE | | | 0046 808-75996 6.000 EACH| 31.00000 186.00| 5.00000 30.00| 30.00000 180.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 6.000 EACH| 90.00000 540.00| 195.00000 1170.00| 90.00000 540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 307,115.65| $ 332,457.99| $ 335,906.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,115.65| $ 332,457.99| $ 335,906.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 409 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 212,102.34 ROUTE : NHS US 231 CALL ORDER : 409 CONTRACT ID : B -24448-A COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0815008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 185,058.60 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 206,221.60 111.4358% 3 35-1212938 ATLAS EXCAVATING, INC. $ 206,736.81 111.7142% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 223,486.35 120.7651% 5 35-1523985 WIRTZ & YATES, INC. $ 227,224.47 122.7851% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 800.00000 7200.00| 750.00000 6750.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 11000.00000 11000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-01066 401.000 m2 | 120.00000 48120.00| 150.00000 60150.00| 90.00000 36090.00 HYDRO DEMOLITION | | | 0004 202-02240 107.000 m2 | 25.00000 2675.00| 50.00000 5350.00| 23.00000 2461.00 PAVEMENT, REMOVE | | | 0005 202-02241 155.300 m | 10.00000 1553.00| 20.00000 3106.00| 5.20000 807.56 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 15500.00000 15500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 241.000 m2 | 10.00000 2410.00| 15.00000 3615.00| 13.00000 3133.00 SURFACE MILLING, ASPHALT | | | 0008 303-60900 40.000 Mg | 24.00000 960.00| 55.00000 2200.00| 38.00000 1520.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0009 406-05521 241.000 m2 | 0.10000 24.10| 0.10000 24.10| 0.15000 36.15 ASPHALT FOR TACK COAT | | | 0010 601-01867 4.000 EACH| 1600.00000 6400.00| 1450.00000 5800.00| 1600.00000 6400.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0011 601-94689 3.000 EACH| 3500.00000 10500.00| 3300.00000 9900.00| 3500.00000 10500.00 GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 131.500 m | 35.00000 4602.50| 35.00000 4602.50| 34.00000 4471.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 601-99133 1.000 EACH| 75.00000 75.00| 60.00000 60.00| 65.00000 65.00 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 409 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 212,102.34 ROUTE : NHS US 231 CALL ORDER : 409 CONTRACT ID : B -24448-A COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 602-06639 113.000 m | 60.00000 6780.00| 55.00000 6215.00| 95.00000 10735.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0015 602-06646 74.000 m | 55.00000 4070.00| 55.00000 4070.00| 80.00000 5920.00 TEMPORARY CONCRETE BARRIER | | | 0016 610-05527 22.000 Mg | 400.00000 8800.00| 370.00000 8140.00| 410.00000 9020.00 HMA FOR APPROACHES | | | 0017 610-06257 107.000 m2 | 57.50000 6152.50| 65.00000 6955.00| 58.00000 6206.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0018 702-51863 76.000 EACH| 10.00000 760.00| 8.00000 608.00| 11.00000 836.00 FIELD DRILLED HOLE IN CONCRETE | | | 0019 703-51032 1548.000 kg | 2.00000 3096.00| 2.00000 3096.00| 1.85000 2863.80 REINFORCING STEEL, EPOXY COATED | | | 0020 703-97936 22.000 EACH| 20.00000 440.00| 20.00000 440.00| 19.00000 418.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0021 709-51821 LUMP| 1250.00000 1250.00| 3500.00000 3500.00| 3000.00000 3000.00 SURFACE SEAL | | | 0022 722-51401 2.000 m2 | 500.00000 1000.00| 225.00000 450.00| 600.00000 1200.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0023 722-51842 401.000 m2 | 60.00000 24060.00| 52.00000 20852.00| 70.00000 28070.00 BRIDGE DECK OVERLAY | | | 0024 722-51846 2.500 m3 | 395.00000 987.50| 395.00000 987.50| 395.00000 987.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0025 722-51852 20.000 m2 | 60.00000 1200.00| 65.00000 1300.00| 130.00000 2600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0026 724-03276 20.000 m | 180.00000 3600.00| 150.00000 3000.00| 290.00000 5800.00 EXPANSION JOINT SEALING SYSTEM | | | 0027 801-06207 2060.000 m | 3.00000 6180.00| 3.00000 6180.00| 3.10000 6386.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 25.000 EACH| 75.00000 1875.00| 50.00000 1250.00| 65.00000 1625.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 5500.00000 5500.00| 8000.00000 8000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0030 806-53072 LUMP| 10800.00000 10800.00| 14000.00000 14000.00| 10000.00000 10000.00 TEMPORARY TRAFFIC SIGNAL | | | 0031 808-06713 358.000 m | 1.00000 358.00| 1.00000 358.00| 0.60000 214.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 1000.000 m | 1.00000 1000.00| 1.00000 1000.00| 0.60000 600.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-06716 515.000 m | 2.00000 1030.00| 1.50000 772.50| 1.40000 721.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 409 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 212,102.34 ROUTE : NHS US 231 CALL ORDER : 409 CONTRACT ID : B -24448-A COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1212938 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75998 8.000 EACH| 100.00000 800.00| 130.00000 1040.00| 100.00000 800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 185,058.60| $ 206,221.60| $ 206,736.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 185,058.60| $ 206,221.60| $ 206,736.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 409 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 212,102.34 ROUTE : NHS US 231 CALL ORDER : 409 CONTRACT ID : B -24448-A COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1523985 | |ISOM, JACK CONSTRUCTION CO |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 105-06790 9.000 MOS | 1500.00000 13500.00| 1100.00000 9900.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 18000.00000 18000.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-01066 401.000 m2 | 100.00000 40100.00| 100.00000 40100.00| HYDRO DEMOLITION | | | 0004 202-02240 107.000 m2 | 45.00000 4815.00| 15.55000 1663.85| PAVEMENT, REMOVE | | | 0005 202-02241 155.300 m | 20.00000 3106.00| 20.00000 3106.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 8500.00000 8500.00| 30000.00000 30000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 241.000 m2 | 12.00000 2892.00| 12.00000 2892.00| SURFACE MILLING, ASPHALT | | | 0008 303-60900 40.000 Mg | 28.00000 1120.00| 16.50000 660.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0009 406-05521 241.000 m2 | 0.25000 60.25| 0.12000 28.92| ASPHALT FOR TACK COAT | | | 0010 601-01867 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| GUARDRAIL TRANSITION, TGB RETROFIT | | | 0011 601-94689 3.000 EACH| 3700.00000 11100.00| 3640.00000 10920.00| GUARDRAIL END TREATMENT, OS | | | 0012 601-99105 131.500 m | 38.00000 4997.00| 35.84000 4712.96| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0013 601-99133 1.000 EACH| 125.00000 125.00| 100.00000 100.00| GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0014 602-06639 113.000 m | 65.00000 7345.00| 56.00000 6328.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0015 602-06646 74.000 m | 64.00000 4736.00| 56.00000 4144.00| TEMPORARY CONCRETE BARRIER | | | 0016 610-05527 22.000 Mg | 500.00000 11000.00| 500.00000 11000.00| HMA FOR APPROACHES | | | 0017 610-06257 107.000 m2 | 60.00000 6420.00| 57.42000 6143.94| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0018 702-51863 76.000 EACH| 12.00000 912.00| 6.00000 456.00| FIELD DRILLED HOLE IN CONCRETE | | | 0019 703-51032 1548.000 kg | 1.45000 2244.60| 1.60000 2476.80| REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 409 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 212,102.34 ROUTE : NHS US 231 CALL ORDER : 409 CONTRACT ID : B -24448-A COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1523985 | |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 703-97936 22.000 EACH| 18.00000 396.00| 18.00000 396.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0021 709-51821 LUMP| 1800.00000 1800.00| 1500.00000 1500.00| SURFACE SEAL | | | 0022 722-51401 2.000 m2 | 378.00000 756.00| 165.00000 330.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0023 722-51842 401.000 m2 | 45.00000 18045.00| 60.00000 24060.00| BRIDGE DECK OVERLAY | | | 0024 722-51846 2.500 m3 | 395.00000 987.50| 395.00000 987.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0025 722-51852 20.000 m2 | 104.00000 2080.00| 64.50000 1290.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0026 724-03276 20.000 m | 600.00000 12000.00| 300.00000 6000.00| EXPANSION JOINT SEALING SYSTEM | | | 0027 801-06207 2060.000 m | 3.20000 6592.00| 3.30000 6798.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 25.000 EACH| 75.00000 1875.00| 100.00000 2500.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0030 806-53072 LUMP| 20000.00000 20000.00| 23000.00000 23000.00| TEMPORARY TRAFFIC SIGNAL | | | 0031 808-06713 358.000 m | 1.00000 358.00| 1.00000 358.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 1000.000 m | 1.00000 1000.00| 1.00000 1000.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-06716 515.000 m | 1.60000 824.00| 1.50000 772.50| LINE, REMOVE | | | 0034 808-75998 8.000 EACH| 175.00000 1400.00| 150.00000 1200.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 223,486.35| $ 227,224.47| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 223,486.35| $ 227,224.47| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/17/99 PAGE : 429 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,843.19 ROUTE : COLFAX STRET (GARY) CALL ORDER : 429 CONTRACT ID : B -24453-A COUNTIES : LAKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION CO BID REJECTED $ 542,358.31 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 577,757.17 106.5268% 3 35-1212938 ATLAS EXCAVATING, INC. $ 621,531.06 114.5978% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 782,278.89 144.2365% 5 25-1205334 FOSTER, J.M., INC. $ 850,652.96 156.8433% 6 35-1339168 LAPORTE CONSTRUCTION CO $ 867,441.19 159.9387% ====================================================================================================================================