INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 120 CONTRACT ID : R -23200-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,916,048.66 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,035,388.06 104.0925% 3 35-1035700 BUCKO CONSTRUCTION $ 3,174,380.33 108.8589% 4 35-1120685 WALSH & KELLY, INC. $ 3,388,293.27 116.1946% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 32 CALL ORDER : 130 CONTRACT ID : R -24069-A COUNTIES : RANDOLPH LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 200 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 3,668,407.86 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 3,924,672.73 106.9857% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,178,998.00 113.9185% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 906,832.30 ROUTE : MAIN STREET CALL ORDER : 140 CONTRACT ID : R -24323-B COUNTIES : LAWRENCE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9947014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 876,369.87 100.0000% 2 54-1342714 TRI COUNTY BUILDERS CO $ 889,215.60 101.4657% 3 35-2065425 INFRASTRUCTURE SYSTEMS INC. $ 931,623.10 106.3047% ==================================================================================================================================== |(1) 35-0999231 |(2) 54-1342714 |(3) 35-2065425 |HUNT PAVING COMPANY, INC. |TRI COUNTY BUILDERS CO |INFRASTRUCTURE SYSTEMS INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BIKE/PEDESTRIAN | | | 0001 105-06790 10.000 MOS | 1365.00000 13650.00| 1892.50000 18925.00| 1500.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 29610.00000 29610.00| 20000.00000 20000.00| 28500.00000 28500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 26404.35000 26404.35| 41000.00000 41000.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8452.50000 8452.50| 1675.00000 1675.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 853.000 m2 | 14.04000 11976.12| 20.00000 17060.00| 10.00000 8530.00 PAVEMENT, REMOVE | | | 0006 202-02274 110.000 m | 26.28000 2890.80| 13.00000 1430.00| 14.00000 1540.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0007 202-02279 332.000 m | 18.33000 6085.56| 8.00000 2656.00| 14.00000 4648.00 CURB AND GUTTER, REMOVE | | | 0008 202-02772 10.000 EACH| 71.61000 716.10| 120.00000 1200.00| 150.00000 1500.00 CASTING, REMOVE | | | 0009 202-52710 753.000 m2 | 6.66000 5014.98| 6.00000 4518.00| 12.00000 9036.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-74050 1.000 EACH| 329.16000 329.16| 750.00000 750.00| 345.00000 345.00 SIGN, OVERHEAD, REMOVE | | | 0011 202-91840 9.000 m | 97.13000 874.17| 1.00000 9.00| 18.00000 162.00 FENCE, CHAIN LINK, REMOVE | | | 0012 202-94425 59.000 m2 | 33.67000 1986.53| 15.00000 885.00| 12.00000 708.00 APRON, REMOVE | | | 0013 202-94747 4.000 EACH| 71.61000 286.44| 50.00000 200.00| 71.00000 284.00 POST, REMOVE | | | 0014 202-96022 4.000 EACH| 333.50000 1334.00| 75.00000 300.00| 620.00000 2480.00 CONCRETE FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 906,832.30 ROUTE : MAIN STREET CALL ORDER : 140 CONTRACT ID : R -24323-B COUNTIES : LAWRENCE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 54-1342714 |(3) 35-2065425 |HUNT PAVING COMPANY, INC. |TRI COUNTY BUILDERS CO |INFRASTRUCTURE SYSTEMS INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02000 917.000 m3 | 14.27000 13085.59| 22.00000 20174.00| 12.00000 11004.00 EXCAVATION, COMMON | | | 0016 203-93511 268.000 m3 | 19.90000 5333.20| 28.50000 7638.00| 11.00000 2948.00 BACKFILL, CLAY | | | 0017 203-95673 688.000 m3 | 20.78000 14296.64| 27.00000 18576.00| 12.00000 8256.00 BACKFILL, GRANULAR | | | 0018 303-52308 454.000 Mg | 16.69000 7577.26| 31.00000 14074.00| 12.00000 5448.00 COMPACTED AGGREGATE, O, 53 | | | 0019 303-98541 402.000 Mg | 16.69000 6709.38| 27.00000 10854.00| 12.00000 4824.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0020 305-05206 1792.000 Mg | 60.01000 107537.92| 44.00000 78848.00| 47.00000 84224.00 WIDENING WITH HMA | | | 0021 604-91531 2015.000 m2 | 27.90000 56218.50| 28.00000 56420.00| 42.00000 84630.00 SIDEWALK, CONCRETE, 100 mm | | | 0022 605-06120 1350.000 m | 38.89000 52501.50| 44.00000 59400.00| 45.00000 60750.00 CURB, CONCRETE | | | 0023 611-03319 1205.000 m2 | 42.11000 50742.55| 32.00000 38560.00| 48.00000 57840.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 150 mm | | | 0024 621-01004 1.000 EACH| 708.75000 708.75| 1200.00000 1200.00| 725.00000 725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-03911 64.000 kg | 15.80000 1011.20| 11.00000 704.00| 10.00000 640.00 SEED MIXTURE, LAWN | | | 0026 621-06545 0.270 Mg | 3745.35000 1011.24| 1017.75000 274.80| 970.00000 261.90 FERTILIZER | | | 0027 621-06559 2508.000 m2 | 0.47000 1178.76| 0.75000 1881.00| 0.70000 1755.60 MULCHED SEEDING, R | | | 0028 621-06570 130.000 m3 | 30.28000 3936.40| 74.40000 9672.00| 55.00000 7150.00 TOP SOIL | | | 0029 621-06574 418.000 m2 | 6.34000 2650.12| 5.00000 2090.00| 6.50000 2717.00 SODDING | | | 0030 708-01112 0.760 m3 | 1006.50000 764.94| 300.00000 228.00| 660.00000 501.60 GROUT, NON-SHRINK | | | 0031 715-05118 235.000 m | 27.13000 6375.55| 126.00000 29610.00| 140.00000 32900.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0032 715-05123 9.000 m | 94.90000 854.10| 745.00000 6705.00| 160.00000 1440.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0033 720-04499 10.000 EACH| 1108.80000 11088.00| 800.00000 8000.00| 740.00000 7400.00 INLET, RECONSTRUCT | | | 0034 720-44000 7.000 EACH| 519.20000 3634.40| 370.00000 2590.00| 350.00000 2450.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 906,832.30 ROUTE : MAIN STREET CALL ORDER : 140 CONTRACT ID : R -24323-B COUNTIES : LAWRENCE LETTING DATE : 01/17/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 54-1342714 |(3) 35-2065425 |HUNT PAVING COMPANY, INC. |TRI COUNTY BUILDERS CO |INFRASTRUCTURE SYSTEMS INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 720-44025 10.000 EACH| 801.90000 8019.00| 320.00000 3200.00| 740.00000 7400.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0036 720-45240 41.000 EACH| 2245.14000 92050.74| 2600.00000 106600.00| 2525.00000 103525.00 CATCH BASIN, J10 | | | 0037 720-45400 14.000 EACH| 1745.70000 24439.80| 2100.00000 29400.00| 2080.00000 29120.00 MANHOLE, A4 | | | 0038 801-06640 22.000 EACH| 94.50000 2079.00| 100.00000 2200.00| 90.00000 1980.00 CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 14822.94000 14822.94| 40000.00000 40000.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | 0040 807-03951 72.000 EACH| 3862.94000 278131.68| 3190.40000 229708.80| 4000.00000 288000.00 LIGHT POLE, ORNAMENTAL | | | SECTION TOTALS | $ 876,369.87| $ 889,215.60| $ 931,623.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 876,369.87| $ 889,215.60| $ 931,623.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,252,981.57 ROUTE : 65 CALL ORDER : 160 CONTRACT ID : R -25004-A COUNTIES : JACKSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/03/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0651166 0651167 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,227,115.41 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,427,701.56 109.0065% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,753,000.00 123.6128% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1000.00000 6000.00| 1300.00000 7800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 15000.00000 15000.00| 6300.00000 6300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22000.00000 22000.00| 100000.00000 100000.00| 137000.00000 137000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| 25034.91000 25034.91 CLEARING RIGHT OF WAY | | | 0005 202-60820 262818.300 m2 | 0.58000 152434.61| 0.35000 91986.41| 0.36000 94614.59 SURFACE MILLING, ASPHALT | | | 0006 202-93763 96.000 EACH| 230.00000 22080.00| 250.00000 24000.00| 229.58000 22039.68 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0007 202-95579 4.000 EACH| 105.00000 420.00| 600.00000 2400.00| 500.00000 2000.00 SERVICE POINT, REMOVE | | | 0009 406-05520 72.300 Mg | 125.00000 9037.50| 180.00000 13014.00| 190.00000 13737.00 ASPHALT FOR TACK COAT | | | 0010 801-06207 6432.800 m | 2.00000 12865.60| 3.00000 19298.40| 2.50000 16082.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0011 801-06640 48.000 EACH| 70.00000 3360.00| 70.00000 3360.00| 80.00000 3840.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0013 805-06592 60.000 m | 43.00000 2580.00| 50.00000 3000.00| 42.73000 2563.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0014 805-86810 4.000 EACH| 3300.00000 13200.00| 3600.00000 14400.00| 3257.15000 13028.60 SERVICE POINT, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,252,981.57 ROUTE : 65 CALL ORDER : 160 CONTRACT ID : R -25004-A COUNTIES : JACKSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-86889 610.000 m | 1.10000 671.00| 1.25000 762.50| 1.09000 664.90 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0016 805-86920 79.000 EACH| 4.40000 347.60| 5.00000 395.00| 4.30000 339.70 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0017 805-86925 20.000 EACH| 15.00000 300.00| 16.00000 320.00| 14.87000 297.40 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0018 805-86930 32.000 EACH| 5.20000 166.40| 5.50000 176.00| 5.07000 162.24 INSULATING LINK, NOT WATERPROOFED | | | 0019 805-86935 20.000 EACH| 14.75000 295.00| 16.00000 320.00| 14.49000 289.80 INSULATING LINK, WATERPROOFED | | | 0020 805-86955 16.000 EACH| 145.00000 2320.00| 150.00000 2400.00| 137.79000 2204.64 CABLE DUCT MARKER | | | 0021 805-98335 3900.000 m | 9.25000 36075.00| 10.00000 39000.00| 9.08000 35412.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0022 805-98336 60.000 m | 9.25000 555.00| 10.00000 600.00| 9.08000 544.80 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0023 807-04309 1.000 EACH| 2200.00000 2200.00| 2300.00000 2300.00| 2172.50000 2172.50 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0024 807-04779 16.000 EACH| 500.00000 8000.00| 525.00000 8400.00| 483.66000 7738.56 CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0025 807-78590 5.000 EACH| 275.00000 1375.00| 275.00000 1375.00| 262.15000 1310.75 HANDHOLE | | | 0026 807-82004 1.000 EACH| 900.00000 900.00| 950.00000 950.00| 887.52000 887.52 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0027 807-82005 1.000 EACH| 900.00000 900.00| 950.00000 950.00| 893.02000 893.02 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0028 807-82007 1.000 EACH| 910.00000 910.00| 975.00000 975.00| 904.02000 904.02 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 8 | | | LUMINAIRES | | | 0029 807-82016 2.000 EACH| 450.00000 900.00| 475.00000 950.00| 436.61000 873.22 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0030 807-82017 3.000 EACH| 450.00000 1350.00| 475.00000 1425.00| 446.51000 1339.53 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,252,981.57 ROUTE : 65 CALL ORDER : 160 CONTRACT ID : R -25004-A COUNTIES : JACKSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 807-82054 2.000 EACH| 2150.00000 4300.00| 2250.00000 4500.00| 2105.03000 4210.06 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0032 807-82400 6.000 EACH| 13500.00000 81000.00| 14000.00000 84000.00| 13039.17000 78235.02 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0033 807-84804 7.000 EACH| 950.00000 6650.00| 1000.00000 7000.00| 935.35000 6547.45 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0034 807-84814 9.000 EACH| 1000.00000 9000.00| 1025.00000 9225.00| 949.65000 8546.85 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0035 807-86620 16.000 EACH| 200.00000 3200.00| 200.00000 3200.00| 181.64000 2906.24 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0036 807-86665 36.000 EACH| 450.00000 16200.00| 475.00000 17100.00| 434.64000 15647.04 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0037 807-86750 8.000 EACH| 300.00000 2400.00| 325.00000 2600.00| 297.14000 2377.12 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0038 807-86790 32.000 EACH| 270.00000 8640.00| 300.00000 9600.00| 266.34000 8522.88 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0039 807-86830 6.000 EACH| 4600.00000 27600.00| 5000.00000 30000.00| 4569.32000 27415.92 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0040 807-86910 24.000 EACH| 30.00000 720.00| 30.00000 720.00| 27.96000 671.04 CONNECTOR KIT, UNFUSED | | | 0041 807-86915 32.000 EACH| 35.00000 1120.00| 35.00000 1120.00| 29.06000 929.92 CONNECTOR KIT, FUSED | | | 0042 807-86950 32.000 EACH| 40.00000 1280.00| 45.00000 1440.00| 38.59000 1234.88 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0043 808-01226 1882.000 EACH| 7.50000 14115.00| 8.00000 15056.00| 4.50000 8469.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0044 808-06702 8041.000 m | 1.00000 8041.00| 1.00000 8041.00| 1.00000 8041.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0045 808-06703 46192.000 m | 0.80000 36953.60| 0.85000 39263.20| 0.70000 32334.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,252,981.57 ROUTE : 65 CALL ORDER : 160 CONTRACT ID : R -25004-A COUNTIES : JACKSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 808-75245 32164.000 m | 0.80000 25731.20| 0.85000 27339.40| 0.70000 22514.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0047 808-75994 1882.000 EACH| 4.25000 7998.50| 4.50000 8469.00| 7.80000 14679.60 PRISMATIC REFLECTOR | | | 0048 808-75996 1882.000 EACH| 2.90000 5457.80| 3.00000 5646.00| 3.35000 6304.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 401-06962 29112.200 Mg | 48.00000 1397385.60| 53.25000 1550224.65| 64.50000 1877736.90 QC/QA HMA SURFACE 9.5 mm, MAINLINE, SMA | | | 0050 801-06710 120.000 DAY | 14.00000 1680.00| 30.00000 3600.00| 20.00000 2400.00 FLASHING ARROW SIGN | | | 0051 801-09133 4.000 EACH| 4500.00000 18000.00| 5000.00000 20000.00| 4000.00000 16000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0052 506-06333 1120.000 m2 | 120.00000 134400.00| 90.00000 100800.00| 135.00000 151200.00 PCCP PATCHING, FULL DEPTH | | | 0053 402-05468 350.000 Mg | 100.00000 35000.00| 100.00000 35000.00| 60.00000 21000.00 HMA BASE 25.0 mm, MAINLINE | | | SECTION TOTALS | $ 2,227,115.41| $ 2,427,701.56| $ 2,753,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,227,115.41| $ 2,427,701.56| $ 2,753,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0651164 0651164 0651164 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 43,837,000.00 100.0000% 2 99-9996038 BEATY/GRADEX/RIETH RILEY JV $ 51,312,091.31 117.0520% ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 36.000 MOS | 1300.00000 46800.00| 1178.49000 42425.64| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 400000.00000 400000.00| 450000.00000 450000.00| CONSTRUCTION ENGINEERING | | | 0003 108-01614 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 2200000.00000 2200000.00| 2500000.00000 2500000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 440000.00000 440000.00| 480000.00000 480000.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 107252.000 m2 | 2.00000 214504.00| 5.51000 590958.52| PAVEMENT, REMOVE | | | 0007 202-02241 7570.000 m | 8.00000 60560.00| 6.51000 49280.70| GUARDRAIL, REMOVE | | | 0008 202-02286 1.000 EACH| 300000.00000 300000.00| 1140451.00000 1140451.00| PRESENT STRUCTURE, REMOVE , STR NO. 1 | | | 0009 202-02286 1.000 EACH| 120000.00000 120000.00| 318537.71000 318537.71| PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 2 | | | 0010 202-02286 1.000 EACH| 50000.00000 50000.00| 107488.32000 107488.32| PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 4 | | | 0011 202-03000 LUMP| 1300.00000 1300.00| 536.51000 536.51| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 14 | | | 0012 202-03000 LUMP| 4690.00000 4690.00| 7060.39000 7060.39| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-03000 LUMP| 1400.00000 1400.00| 888.03000 888.03| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0014 202-03000 LUMP| 57690.00000 57690.00| 64420.72000 64420.72| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0015 202-03000 LUMP| 11600.00000 11600.00| 29476.64000 29476.64| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0016 202-03000 LUMP| 16950.00000 16950.00| 37220.98000 37220.98| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0017 202-03000 LUMP| 1100.00000 1100.00| 502.29000 502.29| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26SA | | | 0018 202-03000 LUMP| 9600.00000 9600.00| 12798.84000 12798.84| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 27 | | | 0019 202-03000 LUMP| 2400.00000 2400.00| 1547.79000 1547.79| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0020 202-03000 LUMP| 2930.00000 2930.00| 7528.42000 7528.42| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29A | | | 0021 202-03000 LUMP| 13500.00000 13500.00| 41237.97000 41237.97| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 31 | | | 0022 202-03000 LUMP| 1890.00000 1890.00| 2310.53000 2310.53| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 36 | | | 0023 202-03000 LUMP| 3100.00000 3100.00| 9243.22000 9243.22| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0024 202-03000 LUMP| 3000.00000 3000.00| 4330.14000 4330.14| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0025 202-03000 LUMP| 2300.00000 2300.00| 1004.58000 1004.58| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 45 | | | 0026 202-51328 LUMP| 15000.00000 15000.00| 31698.37000 31698.37| PRESENT STRUCTURE, REMOVE PORTIONS | | | STRUCTURE NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0027 202-51330 LUMP| 90000.00000 90000.00| 171116.87000 171116.87| PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 3 | | | 0028 202-74040 11.000 EACH| 408.95000 4498.45| 429.46000 4724.06| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0029 202-74045 52.000 EACH| 81.79000 4253.08| 12.60000 655.20| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0030 202-74055 3.000 EACH| 2182.96000 6548.88| 2292.41000 6877.23| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0031 202-74080 10.000 EACH| 1201.48000 12014.80| 1261.71000 12617.10| OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0032 202-74095 2.000 EACH| 408.95000 817.90| 429.46000 858.92| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0033 202-78515 LUMP| 8342.57000 8342.57| 8761.01000 8761.01| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0034 202-91351 1090.000 m | 19.00000 20710.00| 20.13000 21941.70| TRACK, REMOVE | | | 0035 202-93763 115.000 EACH| 206.11000 23702.65| 216.45000 24891.75| LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0036 202-95579 2.000 EACH| 408.95000 817.90| 429.46000 858.92| SERVICE POINT, REMOVE | | | 0037 203-02055 412738.000 m3 | 1.00000 412738.00| 7.55000 3116171.90| EMBANKMENT | | | 0038 205-02224 1085.000 m | 6.40000 6944.00| 6.85000 7432.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0039 205-02231 1480.000 m | 11.00000 16280.00| 35.00000 51800.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0040 205-02234 14.000 EACH| 85.00000 1190.00| 90.00000 1260.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0041 205-02236 190.000 EACH| 65.00000 12350.00| 70.00000 13300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0042 206-51225 562.000 m3 | 25.00000 14050.00| 20.00000 11240.00| EXCAVATION, DRY | | | 0043 206-51230 2737.000 m3 | 25.00000 68425.00| 20.00000 54740.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 211-02050 35650.000 m3 | 18.00000 641700.00| 18.50000 659525.00| B BORROW | | | 0045 211-02060 93909.000 m3 | 20.00000 1878180.00| 22.35000 2098866.15| B BORROW FOR STRUCTURE BACKFILL | | | 0046 211-06467 366.000 m3 | 55.00000 20130.00| 41.45000 15170.70| AGGREGATE FOR END BENT BACKFILL | | | 0047 213-52830 100.000 m3 | 375.00000 37500.00| 149.12000 14912.00| FLOWABLE MORTAR | | | 0048 216-06392 830.000 m3 | 90.00000 74700.00| 95.00000 78850.00| CELLULAR CONCRETE FILL, II | | | 0049 303-52308 138123.000 Mg | 12.00000 1657476.00| 12.00000 1657476.00| COMPACTED AGGREGATE, O, 53 | | | 0050 303-90466 918.000 Mg | 15.00000 13770.00| 17.85000 16386.30| SUBBALLAST | | | 0051 303-92491 2025.000 Mg | 12.00000 24300.00| 10.92000 22113.00| BALLAST | | | 0052 304-06464 44600.000 m3 | 33.00000 1471800.00| 37.00000 1650200.00| SUBBASE FOR PCCP | | | 0053 305-05731 12285.000 Mg | 36.00000 442260.00| 51.03000 626903.55| WIDENING WITH QC/QA HMA | | | 0054 401-91826 355.000 m2 | 59.00000 20945.00| 62.45400 22171.17| ASPHALT PLANK | | | 0055 401-93813 199.000 Mg | 125.00000 24875.00| 134.40000 26745.60| ASPHALT SAND | | | 0056 402-05468 1633.000 Mg | 34.00000 55522.00| 52.19000 85226.27| HMA BASE 25.0 mm, MAINLINE | | | 0057 402-05474 758.000 Mg | 37.00000 28046.00| 58.38000 44252.04| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0058 402-05477 347.000 Mg | 40.00000 13880.00| 59.43000 20622.21| HMA SURFACE 9.5 mm, MAINLINE | | | 0059 402-05483 107.000 Mg | 32.00000 3424.00| 56.70000 6066.90| HMA BASE C25.0 mm, SHOULDER | | | 0060 402-05498 31.000 Mg | 75.00000 2325.00| 75.76000 2348.56| HMA FOR PARKING AREA | | | 0061 404-05511 352.000 m2 | 2.00000 704.00| 6.83000 2404.16| SEAL COAT, 2 | | | 0062 404-05514 364.000 m2 | 5.00000 1820.00| 7.35000 2675.40| SEAL COAT, 5 | | | 0063 405-05517 7.400 Mg | 330.00000 2442.00| 250.43000 1853.18| ASPHALT FOR PRIME COAT | | | 0064 406-05520 13.200 Mg | 200.00000 2640.00| 220.50000 2910.60| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 501-06266 LUMP| 25000.00000 25000.00| 11000.00000 11000.00| PROFILOGRAPH, PCCP | | | 0066 501-06322 118477.000 m2 | 28.50000 3376594.50| 31.00000 3672787.00| QC/QA PCCP, 275 mm | | | 0067 501-06322 2206.000 m2 | 60.00000 132360.00| 78.62000 173435.72| QC/QA PCCP, 275 mm , REINFORCED | | | 0068 501-06326 125631.000 m2 | 32.00000 4020192.00| 38.00000 4773978.00| QC/QA PCCP, 375 mm | | | 0069 501-06326 2552.000 m2 | 68.00000 173536.00| 98.74000 251984.48| QC/QA PCCP, 375 mm , REINFORCED | | | 0070 503-05240 41361.000 m | 10.00000 413610.00| 24.00000 992664.00| D-1 CONTRACTION JOINT | | | 0071 503-05310 112.000 m | 325.00000 36400.00| 464.17990 51988.15| TERMINAL JOINT | | | 0072 601-01522 2.000 EACH| 1175.00000 2350.00| 1575.00000 3150.00| GUARDRAIL TRANSITION TYPE TGB | | | 0073 601-02208 2.000 EACH| 30.00000 60.00| 42.00000 84.00| GUARDRAIL TERMINAL SECTION, GALVANIZED, | | | 275 mm, INSTALLED | | | 0074 601-02621 1125.000 m | 37.50000 42187.50| 39.90000 44887.50| GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED | | | 0075 601-04746 16.000 EACH| 4000.00000 64000.00| 20816.25000 333060.00| ENERGY ABSORBING TERMINAL, CZ | | | 0077 601-06224 2.000 EACH| 35000.00000 70000.00| 38745.00000 77490.00| IMPACT ATTENUATOR, CR, W1, TL-2, 70 km/h| | | 0078 601-06228 3.000 EACH| 62000.00000 186000.00| 70665.00000 211995.00| IMPACT ATTENUATOR, CR, W1, TL-3, 110 | | | km/h | | | 0079 601-06234 6.000 EACH| 15000.00000 90000.00| 16196.25000 97177.50| IMPACT ATTENUATOR, R1, W1, TL-2, 70 km/h| | | 0080 601-06236 1.000 EACH| 19500.00000 19500.00| 22365.00000 22365.00| IMPACT ATTENUATOR, R1, W2, TL-2, 70 km/h| | | 0081 601-99133 4.000 EACH| 100.00000 400.00| 68.25000 273.00| GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0082 602-01064 1426.000 m | 150.00000 213900.00| 240.00000 342240.00| BARRIER, CONCRETE , TYPE I | | | 0083 602-01064 393.000 m | 140.00000 55020.00| 220.00000 86460.00| BARRIER, CONCRETE , TYPE III | | | 0084 602-01064 4613.000 m | 115.00000 530495.00| 150.00000 691950.00| BARRIER, CONCRETE 840 mm, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 602-04333 2162.000 m | 175.00000 378350.00| 160.00000 345920.00| CONCRETE BARRIER, 1170 mm , MODIFIED | | | 0086 602-06639 335.000 m | 90.00000 30150.00| 115.56000 38712.60| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0087 602-06646 3303.000 m | 75.00000 247725.00| 115.09000 380142.27| TEMPORARY CONCRETE BARRIER | | | 0088 602-06729 1010.000 EACH| 6.00000 6060.00| 11.55000 11665.50| BARRIER DELINEATOR | | | 0089 603-06045 5209.000 m | 60.00000 312540.00| 35.70000 185961.30| FENCE, CHAIN LINK, 1220 mm | | | 0090 604-06069 215.000 m2 | 40.00000 8600.00| 50.00000 10750.00| CURB RAMP, CONCRETE | | | 0091 604-06070 1694.000 m2 | 31.00000 52514.00| 29.00000 49126.00| SIDEWALK, CONCRETE | | | 0092 605-06090 1768.000 m | 40.00000 70720.00| 36.00000 63648.00| CURB, INTEGRAL, CONCRETE | | | 0093 605-06095 436.000 m | 44.50000 19402.00| 64.00000 27904.00| CURB, INTEGRAL, B, CONCRETE | | | 0094 605-06100 127.000 m | 44.90000 5702.30| 72.00000 9144.00| CURB, INTEGRAL, C, CONCRETE | | | 0095 605-06140 228.000 m | 62.00000 14136.00| 69.00000 15732.00| CURB AND GUTTER, CONCRETE | | | 0096 605-06220 2457.000 m | 58.00000 142506.00| 5.00000 12285.00| CENTER CURB, A, CONCRETE, MODIFIED | | | 0097 607-06335 515.000 m | 65.00000 33475.00| 85.00000 43775.00| PAVED SIDE DITCH, A | | | 0098 610-05527 138.000 Mg | 40.00000 5520.00| 68.51000 9454.38| HMA FOR APPROACHES | | | 0099 610-06258 773.000 m2 | 65.00000 50245.00| 54.85000 42399.05| REINFORCED CONCRETE BRIDGE APPROACH, | | | 275 mm | | | 0100 610-06263 1160.000 m2 | 70.00000 81200.00| 61.85000 71746.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 375 mm | | | 0101 611-02375 2094.000 m2 | 45.00000 94230.00| 43.00000 90042.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 175 mm | | | 0102 614-92148 1033.200 m | 316.00000 326491.20| 331.91550 342935.09| RAILROAD TRACK | | | 0103 614-92148 137.400 m | 11.00000 1511.40| 11.19000 1537.51| RAILROAD TRACK , REALIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 615-01323 11.000 EACH| 150.00000 1650.00| 173.25000 1905.75| MONUMENT. IDOT CENTERLINE, INSTALL | | | 0105 615-06490 33.000 EACH| 105.00000 3465.00| 115.50000 3811.50| RIGHT OF WAY MARKER | | | 0106 615-06510 1.000 EACH| 600.00000 600.00| 409.50000 409.50| MONUMENT, C | | | 0107 615-06515 60.000 EACH| 80.00000 4800.00| 120.75000 7245.00| MONUMENT, D | | | 0108 616-02320 4392.000 m2 | 2.50000 10980.00| 1.35000 5929.20| GEOTEXTILES | | | 0109 616-06405 2945.000 Mg | 22.00000 64790.00| 20.50000 60372.50| RIPRAP, REVETMENT | | | 0110 616-51367 967.000 m2 | 62.00000 59954.00| 86.00000 83162.00| SLOPEWALL, CONCRETE, 100 mm | | | 0111 621-01004 3.000 EACH| 660.00000 1980.00| 710.00000 2130.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0112 621-03423 2.900 ha | 2770.00000 8033.00| 3000.00000 8700.00| NATIVE GRASSES | | | 0113 621-04156 9000.000 m2 | 1.05000 9450.00| 1.12000 10080.00| SEEDING, WETLAND | | | 0114 621-06545 19.000 Mg | 535.00000 10165.00| 575.00000 10925.00| FERTILIZER | | | 0115 621-06548 114.000 kg | 54.00000 6156.00| 57.80000 6589.20| SEED MIXTURE, CV | | | 0116 621-06554 3469.000 kg | 8.95000 31047.55| 9.58000 33233.02| SEED MIXTURE, U | | | 0117 621-06565 95.000 Mg | 490.00000 46550.00| 524.30000 49808.50| MULCHING MATERIAL | | | 0118 621-06567 86.800 kL | 1.00000 86.80| 1.07000 92.88| WATER | | | 0119 621-06574 4878.000 m2 | 3.80000 18536.40| 4.07000 19853.46| SODDING | | | 0120 621-92650 6.430 ha | 1525.00000 9805.75| 1632.00000 10493.76| SEEDBED AND PLANTING BED PREPARATION | | | 0121 622-04453 2.210 ha | 14225.00000 31437.25| 15220.00000 33636.20| GEESE INHIBITOR GRID | | | 0122 622-05606 10660.000 EACH| 3.80000 40508.00| 4.07000 43386.20| PLANT, AQUATIC | | | 0123 622-05649 68.000 EACH| 265.00000 18020.00| 284.00000 19312.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 622-52436 44.000 EACH| 24.00000 1056.00| 25.70000 1130.80| SIGN, DO NOT MOW OR SPRAY | | | 0125 622-91786 2110.000 EACH| 8.95000 18884.50| 9.60000 20256.00| SEEDLING | | | 0126 701-05561 98.000 m | 750.00000 73500.00| 2238.12030 219335.79| DRILLED SHAFT | | | 0127 701-05670 33.000 m | 1350.00000 44550.00| 1942.50000 64102.50| DRILLED ROCK SOCKET | | | 0128 701-05672 LUMP| 6000.00000 6000.00| 5932.50000 5932.50| MOBILIZTION AND DEMOBILIZATION FOR | | | DRILLED SHAFT , STR. NO. 1 | | | 0129 701-05783 30.000 h | 450.00000 13500.00| 577.50000 17325.00| OBSTRUCTIONS | | | 0130 701-51195 4703.000 m | 95.00000 446785.00| 74.93000 352395.79| PILE, STEEL H, HP 310 X 79 | | | 0131 701-91792 371.000 EACH| 100.00000 37100.00| 111.32000 41299.72| PILE TIP, STEEL H | | | 0132 702-51005 2180.100 m3 | 500.00000 1090050.00| 577.24000 1258440.92| CONCRETE, A, SUBSTRUCTURE | | | 0133 702-51015 575.200 m3 | 500.00000 287600.00| 274.59000 157944.17| CONCRETE, B, FOOTINGS | | | 0134 702-51110 1367.400 kg | 6.00000 8204.40| 10.16000 13892.78| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0135 702-51863 394.000 EACH| 9.00000 3546.00| 12.27000 4834.38| FIELD DRILLED HOLE IN CONCRETE | | | 0136 702-90915 1273.400 m3 | 450.00000 573030.00| 580.00000 738572.00| CONCRETE, A | | | 0137 703-01540 440.000 EACH| 11.00000 4840.00| 18.26000 8034.40| THREADED TIE BAR ASSEMBLY | | | 0138 703-51030 178407.000 kg | 1.25000 223008.75| 1.02000 181975.14| REINFORCING STEEL | | | 0139 703-51032 310965.000 kg | 1.45000 450899.25| 1.22000 379377.30| REINFORCING STEEL, EPOXY COATED | | | 0140 704-03131 550.000 m | 20.00000 11000.00| 20.15000 11082.50| DECK DRAIN, HALF ROUND, 200 mm | | | 0141 704-51002 1712.600 m3 | 500.00000 856300.00| 497.81000 852549.41| CONCRETE, C, SUPERSTRUCTURE | | | 0142 706-05732 2.000 EACH| 1600.00000 3200.00| 2014.26000 4028.53| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0143 706-51020 204.600 m3 | 500.00000 102300.00| 533.91000 109237.99| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 707-06404 414.000 m | 600.00000 248400.00| 436.22000 180595.08| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM 1372 x 1372 | | | 0145 709-51821 LUMP| 1500.00000 1500.00| 2520.00000 2520.00| SURFACE SEAL , STR. NO. 1 | | | 0146 709-51821 LUMP| 8335.00000 8335.00| 11602.50000 11602.50| SURFACE SEAL , STRUCTURE NO. 2 | | | 0147 709-51821 LUMP| 7045.00000 7045.00| 8862.00000 8862.00| SURFACE SEAL , STRUCTURE NO. 4 | | | 0148 709-51821 LUMP| 16100.00000 16100.00| 20202.00000 20202.00| SURFACE SEAL STRUCTURE NO. 3 | | | 0149 711-02843 4.000 EACH| 32000.00000 128000.00| 34335.37000 137341.47| TURNOUT, NO. 10 | | | 0150 711-04121 72.000 EACH| 38.00000 2736.00| 43.65000 3142.80| ANCHOR BOLT, AB1 | | | 0151 711-51038 LUMP| 4318000.00000 4318000.00| 4235583.30000 4235583.30| STRUCTURAL STEEL , STR. NO. 1 | | | 0152 711-51038 LUMP| 790000.00000 790000.00| 795443.42000 795443.42| STRUCTURAL STEEL , STRUCTURE NO. 2 | | | 0153 711-51038 LUMP| 1940000.00000 1940000.00| 1675666.75000 1675666.75| STRUCTURAL STEEL STRUCTURE NO. 3 | | | 0154 711-51070 104.000 EACH| 70.00000 7280.00| 61.17000 6361.68| ANCHOR PLATE, AP 1 | | | 0155 711-91047 120.000 EACH| 15.00000 1800.00| 27.02000 3242.40| EXPANSION ANCHOR, 25 mm | | | 0157 714-96642 LUMP| 200000.00000 200000.00| 255364.84000 255364.84| TEMPORARY RETAINING WALL (No. 1) | | | 0158 714-96642 LUMP| 15000.00000 15000.00| 66746.14000 66746.14| TEMPORARY RETAINING WALL (No. 2) | | | 0159 714-96642 LUMP| 50000.00000 50000.00| 23295.81000 23295.81| TEMPORARY RETAINING WALL (No. 3) | | | 0160 714-96642 LUMP| 20000.00000 20000.00| 22574.75000 22574.75| TEMPORARY RETAINING WALL (No. 4) | | | 0161 714-96642 LUMP| 25000.00000 25000.00| 84695.71000 84695.71| TEMPORARY RETAINING WALL (No. 5) | | | 0162 714-96642 LUMP| 7000.00000 7000.00| 33440.73000 33440.73| TEMPORARY RETAINING WALL (No. 6) | | | 0163 714-96642 LUMP| 17000.00000 17000.00| 110162.68000 110162.68| TEMPORARY RETAINING WALL (No. 7) | | | 0164 715-05019 196.690 m | 260.00000 51139.40| 195.00000 38354.55| PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 715-05048 21107.000 m | 11.00000 232177.00| 8.40000 177298.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0166 715-05049 2455.000 m | 14.00000 34370.00| 13.50000 33142.50| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0167 715-05053 2254.000 m | 44.00000 99176.00| 13.00000 29302.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0168 715-05116 71.500 m | 100.00000 7150.00| 64.20000 4590.30| PIPE, TYPE 1, CIRCULAR, 200 mm | | | 0169 715-05121 125.000 m | 90.00000 11250.00| 92.00000 11500.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0170 715-05127 133.200 m | 300.00000 39960.00| 224.00000 29836.80| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0171 715-05149 2384.770 m | 64.00000 152625.28| 97.55000 232634.31| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0172 715-05151 1286.080 m | 69.00000 88739.52| 101.00000 129894.08| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0173 715-05152 519.260 m | 80.00000 41540.80| 105.00000 54522.30| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0174 715-05154 298.130 m | 100.00000 29813.00| 137.00000 40843.81| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0175 715-05156 71.310 m | 150.00000 10696.50| 147.90000 10546.75| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0176 715-05159 468.560 m | 225.00000 105426.00| 225.00000 105426.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0177 715-05161 118.680 m | 370.00000 43911.60| 277.00000 32874.36| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0178 715-05163 108.000 m | 400.00000 43200.00| 327.00000 35316.00| PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0179 715-05168 12.800 m | 64.00000 819.20| 98.00000 1254.40| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0180 715-05169 15.540 m | 69.00000 1072.26| 101.00000 1569.54| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0181 715-05171 28.440 m | 80.00000 2275.20| 105.00000 2986.20| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0182 715-05217 266.160 m | 64.00000 17034.24| 101.00000 26882.16| PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0183 715-05218 26.000 m | 69.00000 1794.00| 105.00000 2730.00| PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0184 715-05422 602.760 m | 150.00000 90414.00| 338.00000 203732.88| PIPE, SLOTTED DRAIN, 300 mm | | | 0185 715-05841 1.000 EACH| 1300.00000 1300.00| 1200.00000 1200.00| CONCRETE ANCHOR, 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 715-05842 6.000 EACH| 1300.00000 7800.00| 870.00000 5220.00| CONCRETE ANCHOR, 1050 mm | | | 0187 715-06004 1.000 EACH| 1300.00000 1300.00| 975.00000 975.00| CONCRETE ANCHOR, 1200 mm | | | 0188 715-46000 36.000 EACH| 275.00000 9900.00| 225.00000 8100.00| PIPE END SECTION, 300 mm | | | 0189 715-46005 24.000 EACH| 325.00000 7800.00| 250.00000 6000.00| PIPE END SECTION, 375 mm | | | 0190 715-46010 15.000 EACH| 360.00000 5400.00| 275.00000 4125.00| PIPE END SECTION, 450 mm | | | 0191 715-46020 5.000 EACH| 525.00000 2625.00| 600.00000 3000.00| PIPE END SECTION, 600 mm | | | 0192 715-46040 3.000 EACH| 725.00000 2175.00| 800.00000 2400.00| PIPE END SECTION, 900 mm | | | 0193 715-91361 142.000 m | 38.00000 5396.00| 91.53000 12997.26| PIPE, PVC, 150 mm | | | 0194 718-06528 52.000 EACH| 500.00000 26000.00| 625.00000 32500.00| OUTLET PROTECTOR, 1 | | | 0195 718-06529 20.000 EACH| 475.00000 9500.00| 400.00000 8000.00| OUTLET PROTECTOR, 2 | | | 0196 718-06531 37.000 EACH| 450.00000 16650.00| 300.00000 11100.00| OUTLET PROTECTOR, 3 | | | 0197 718-52610 4252.000 m3 | 49.00000 208348.00| 24.00000 102048.00| AGGREGATE FOR UNDERDRAINS | | | 0198 718-99153 68736.000 m2 | 1.10000 75609.60| 0.72000 49489.92| GEOTEXTILES FOR UNDERDRAIN | | | 0199 720-45030 6.000 EACH| 1200.00000 7200.00| 1025.00000 6150.00| INLET, E7 | | | 0200 720-45041 27.000 EACH| 3000.00000 81000.00| 2120.00000 57240.00| INLET, H5 | | | 0201 720-45045 3.000 EACH| 1300.00000 3900.00| 1400.00000 4200.00| INLET, J10 | | | 0202 720-45050 2.000 EACH| 1300.00000 2600.00| 1350.00000 2700.00| INLET, J11 | | | 0203 720-45055 1.000 EACH| 1400.00000 1400.00| 1295.00000 1295.00| INLET, M10 | | | 0204 720-45060 3.000 EACH| 1400.00000 4200.00| 1140.00000 3420.00| INLET, M11 | | | 0205 720-45065 1.000 EACH| 3200.00000 3200.00| 2150.00000 2150.00| INLET, N12 | | | 0206 720-45070 20.000 EACH| 2400.00000 48000.00| 2048.00000 40960.00| INLET, P12A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0207 720-45075 1.000 EACH| 1600.00000 1600.00| 1080.00000 1080.00| INLET, R13 | | | 0208 720-45130 1.000 EACH| 1300.00000 1300.00| 1025.00000 1025.00| INLET, E7, MODIFIED | | | 0209 720-45141 9.000 EACH| 3200.00000 28800.00| 1800.00000 16200.00| INLET, H5, MODIFIED | | | 0210 720-45160 2.000 EACH| 1500.00000 3000.00| 1200.00000 2400.00| INLET, M11, MODIFIED | | | 0211 720-45410 10.000 EACH| 1600.00000 16000.00| 1355.00000 13550.00| MANHOLE, C4 | | | 0212 720-91111 1.000 EACH| 4600.00000 4600.00| 5650.00000 5650.00| MANHOLE, H4, DROP | | | 0213 720-91973 2.000 EACH| 3600.00000 7200.00| 3200.00000 6400.00| MANHOLE, H4 | | | 0214 720-93409 7.000 EACH| 2000.00000 14000.00| 1240.00000 8680.00| INLET, B15, MODIFIED | | | 0215 720-93411 2.000 EACH| 2000.00000 4000.00| 1160.00000 2320.00| INLET, C15, MODIFIED | | | 0216 720-93501 4.000 EACH| 6200.00000 24800.00| 5400.00000 21600.00| MANHOLE, L4 | | | 0217 720-94612 4.000 EACH| 5400.00000 21600.00| 4550.00000 18200.00| MANHOLE, K4 | | | 0218 720-94906 62.000 EACH| 1800.00000 111600.00| 1490.00000 92380.00| INLET, X5 | | | 0219 720-95335 1.000 EACH| 7700.00000 7700.00| 7835.00000 7835.00| MANHOLE, M4 | | | 0220 720-96031 14.000 EACH| 2000.00000 28000.00| 2000.00000 28000.00| INLET, X5, MODIFIED | | | 0221 720-98174 22.000 EACH| 1950.00000 42900.00| 1600.00000 35200.00| INLET, B15 | | | 0222 720-98555 9.000 EACH| 1950.00000 17550.00| 1600.00000 14400.00| INLET, C15 | | | 0223 722-01807 1739.000 m2 | 39.00000 67821.00| 41.17000 71594.63| MEMBRANE WATERPROOFING | | | 0224 724-51925 57.400 m | 365.00000 20951.00| 262.67000 15077.26| STRUCTURAL EXPANSION JOINT, SS | | | 0227 728-98377 LUMP| 5945.00000 5945.00| 4882.50000 4882.50| MASONRY COATING , STRUCTURE NO. 4 | | | 0228 728-98377 LUMP| 18900.00000 18900.00| 15298.50000 15298.50| MASONRY COATING STRUCTURE NO. 3 | | | 0229 731-93945 10880.000 m2 | 130.00000 1414400.00| 90.60000 985728.00| FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 731-93946 10880.000 m2 | 75.00000 816000.00| 39.01250 424456.00| WALL ERECTION | | | 0231 731-93947 2324.000 m | 150.00000 348600.00| 273.20000 634916.80| LEVELING PAD, CONCRETE | | | 0232 801-04308 6.000 EACH| 400.00000 2400.00| 1569.75000 9418.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0233 801-06198 300.000 DAY | 620.00000 186000.00| 667.58140 200274.42| PATROLLER | | | 0235 801-06207 49714.000 m | 4.20000 208798.80| 2.89000 143673.46| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0236 801-06208 2525.000 m | 5.00000 12625.00| 3.39000 8559.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0237 801-06469 2000.000 m | 9.00000 18000.00| 5.34000 10680.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0238 801-06539 LUMP| 200000.00000 200000.00| 193102.14000 193102.14| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0239 801-06605 21.000 EACH| 500.00000 10500.00| 472.50000 9922.50| BARRICADE, IIIA | | | 0240 801-06625 16.000 EACH| 200.00000 3200.00| 253.58000 4057.28| DETOUR ROUTE MARKER ASSEMBLY | | | 0241 801-06640 80.000 EACH| 200.00000 16000.00| 367.50000 29400.00| CONSTRUCTION SIGN, A | | | 0242 801-06645 12.500 EACH| 55.00000 687.50| 99.75000 1246.88| CONSTRUCTION SIGN, B | | | 0243 801-06710 2490.000 DAY | 15.00000 37350.00| 14.70000 36603.00| FLASHING ARROW SIGN | | | 0244 801-06775 LUMP| 305508.47000 305508.47| 218169.41000 218169.41| MAINTAINING TRAFFIC | | | 0245 801-09133 8.000 EACH| 3000.00000 24000.00| 24150.00000 193200.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0246 801-53072 LUMP| 50000.00000 50000.00| 45202.94000 45202.94| TEMPORARY TRAFFIC SIGNAL | | | 0247 801-97643 1600.000 m | 12.75000 20400.00| 13.39000 21424.00| TEMPORARY BUZZ STRIPS | | | 0248 802-02293 261.110 m3 | 450.00000 117499.50| 887.53000 231742.96| CONCRETE, SIGN FOUNDATION | | | 0249 802-02475 39.000 EACH| 872.90000 34043.10| 916.67000 35750.13| SIGN, PANEL, REMOVE AND RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 802-02849 9.000 EACH| 251.30000 2261.70| 263.90000 2375.10| SIGN BRACKET, TOP OF WALL MOUNTED | | | 0251 802-04314 1.000 EACH| 999.40000 999.40| 1049.50000 1049.50| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 3 | | | LUMINAIRES | | | 0252 802-04893 9.000 EACH| 262.30000 2360.70| 42.00000 378.00| REFERENCE POST | | | 0253 802-05701 190.500 m | 30.94000 5894.07| 19.01000 3621.41| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0254 802-05702 92.200 m | 27.25000 2512.45| 13.65000 1258.53| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0255 802-76015 438.830 m2 | 132.00000 57925.56| 138.61000 60826.23| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0256 802-76025 6.200 m2 | 90.43000 560.67| 113.30000 702.46| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0257 802-76035 116.820 m2 | 92.90000 10852.58| 113.72000 13284.77| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0258 802-76050 4.000 EACH| 213.22000 852.88| 52.50000 210.00| MILEPOST | | | 0259 802-76095 2260.000 kg | 4.17000 9424.20| 4.38000 9898.80| STRUCTURAL STEEL, BREAKAWAY | | | 0260 803-02310 6144.000 kg | 1.50000 9216.00| 3.21000 19722.24| REINFORCING STEEL, SIGN FOUNDATION | | | 0261 803-76110 12.000 EACH| 31446.60000 377359.20| 33019.44000 396233.28| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0262 803-76140 1.000 EACH| 11399.80000 11399.80| 11970.04000 11970.04| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0263 803-76170 135.050 m | 441.85000 59671.84| 463.95000 62656.45| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0264 803-76200 2.000 EACH| 1642.90000 3285.80| 1725.17000 3450.34| SIGN MODIFICATION (GROUND MOUNT) | | | 0265 803-76205 2.000 EACH| 1367.90000 2735.80| 1436.42000 2872.84| SIGN MODIFICATION (OVERHEAD) | | | 0266 803-93389 8.000 EACH| 367.90000 2943.20| 386.33000 3090.64| BARRIER WALL SIGN BRACKET, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0267 805-01815 16.000 EACH| 1787.28000 28596.48| 1876.84000 30029.44| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0268 805-01842 30.000 EACH| 618.66000 18559.80| 649.65000 19489.50| HANDHOLE, SIGNAL | | | 0269 805-02658 1119.000 m | 6.11000 6837.09| 6.42000 7183.98| CABLE, COAXIAL | | | 0270 805-04782 2.000 EACH| 31156.50000 62313.00| 32714.58000 65429.15| VIDEO VEHICLE DETECTOR SYSTEM | | | 0271 805-05870 4.000 EACH| 5452.51000 21810.04| 7667.83000 30671.31| SIGNAL SUPPORT FOUNDATION , IN MSE | | | RETAINING WALL | | | 0272 805-06592 1847.000 m | 55.03000 101640.41| 57.79000 106738.13| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0273 805-06592 438.300 m | 51.39000 22524.24| 53.96000 23650.67| CONDUIT, STEEL, GALVANIZED, 50mm , | | | ENCASED IN CONCRETE | | | 0274 805-06595 2427.000 m | 11.74000 28492.98| 12.34000 29949.18| CONDUIT, PVC, 50 mm | | | 0275 805-06881 25.000 EACH| 949.12000 23728.00| 996.60000 24915.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED, GREEN LED | | | 0276 805-06882 4.000 EACH| 814.92000 3259.68| 855.69000 3422.75| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm, | | | RED LED, AMBER LED ARROW, GREEN LED | | | ARROW | | | 0277 805-78100 3.000 EACH| 8336.86000 25010.58| 8753.76000 26261.27| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0278 805-78205 8.000 EACH| 373.82000 2990.56| 392.53000 3140.26| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0279 805-78415 17.000 EACH| 2056.78000 34965.26| 2159.82000 36716.94| SPAN, CATENARY, AND TETHER | | | 0280 805-78420 16.000 EACH| 212.69000 3403.04| 223.34000 3573.44| DISCONNECT HANGER | | | 0281 805-78445 3.000 EACH| 547.16000 1641.48| 574.57050 1723.71| SIGNAL SERVICE | | | 0282 805-78467 53.000 m | 5.28000 279.84| 5.54000 293.62| SIGNAL CABLE, 3C 8GA. | | | 0283 805-78470 731.500 m | 3.22000 2355.43| 3.38000 2472.47| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0284 805-78485 283.600 m | 4.16000 1179.78| 4.37000 1239.33| SIGNAL CABLE, 5C 14GA. | | | 0285 805-78490 1312.000 m | 4.38000 5746.56| 4.60000 6035.20| SIGNAL CABLE, 7C 14GA. | | | 0286 805-78510 1998.600 m | 3.66000 7314.88| 3.84000 7674.62| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0287 805-78746 564.700 m | 62.12000 35079.16| 65.23000 36835.38| PREFORMED LOOP DETECTORS | | | 0288 805-78785 11.000 EACH| 481.16000 5292.76| 505.27000 5557.98| SIGNAL DETECTOR HOUSING | | | 0289 805-78795 243.800 m | 36.07000 8793.87| 37.87000 9232.71| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0290 805-78925 3.000 EACH| 667.59000 2002.77| 701.03000 2103.10| CONTROLLER CABINET FOUNDATION, P1 | | | 0291 805-81060 20.000 EACH| 2802.16000 56043.20| 2942.32000 58846.41| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0292 805-86805 3.000 EACH| 547.16000 1641.48| 574.57000 1723.71| SERVICE POINT, I | | | 0293 805-86810 6.000 EACH| 3514.32000 21085.92| 3690.14000 22140.85| SERVICE POINT, II | | | 0294 805-86820 16.000 EACH| 624.16000 9986.56| 655.42000 10486.73| CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0295 805-86889 1852.000 m | 1.54000 2852.08| 1.62000 3000.24| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0296 805-86905 10.000 EACH| 109.29000 1092.90| 114.77000 1147.70| TRANSITION FITTINGS, GALVANIZED STEEL | | | CONDUIT TO PLASTIC CABLE | | | 0297 805-86920 64.000 EACH| 8.85000 566.40| 9.29000 594.56| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0298 805-86925 16.000 EACH| 18.72000 299.52| 19.67000 314.72| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0299 805-86930 70.000 EACH| 7.64000 534.80| 8.02000 561.40| INSULATING LINK, NOT WATERPROOFED | | | 0300 805-86935 16.000 EACH| 18.34000 293.44| 19.27000 308.32| INSULATING LINK, WATERPROOFED | | | 0301 805-86955 39.000 EACH| 202.08000 7881.12| 212.21000 8276.19| CABLE DUCT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0302 805-98335 4664.000 m | 12.21000 56947.44| 12.82000 59792.48| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0303 805-98336 443.000 m | 12.49000 5533.07| 13.11000 5807.73| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0304 807-02191 4.000 EACH| 339.30000 1357.20| 356.30000 1425.19| HANDHOLE, LIGHTING | | | 0305 807-02784 10.000 EACH| 653.08000 6530.80| 685.76000 6857.60| LUMINAIRE MAST ARM, 6.1 m | | | 0306 807-04779 10.000 EACH| 7121.60000 71216.00| 7478.19000 74781.90| CONCRETE FOUNDATION WITH GROUNDING , | | | 1220 mm DIAMETER X 9000 mm DEEP | | | 0307 807-82003 5.000 EACH| 1004.90000 5024.50| 1055.27000 5276.36| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0308 807-82004 4.000 EACH| 1010.40000 4041.60| 1061.05000 4244.18| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0309 807-82005 2.000 EACH| 1015.90000 2031.80| 1066.82000 2133.64| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0310 807-82054 1.000 EACH| 2541.17000 2541.17| 2668.52000 2668.52| UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0311 807-82056 1.000 EACH| 2596.17000 2596.17| 2726.27000 2726.27| UNDERPASS CIRCUIT INSTALLATION, 6 | | | LUMINAIRES | | | 0312 807-82440 10.000 EACH| 14102.70000 141027.00| 14808.22000 148082.20| LIGHT POLE, HIGH MAST, 40 m E.M.H. | | | 0313 807-84658 1.000 EACH| 938.80000 938.80| 985.77000 985.77| LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0314 807-84710 1.000 EACH| 944.30000 944.30| 991.55000 991.55| LIGHT POLE, 11.6 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0315 807-84762 2.000 EACH| 985.00000 1970.00| 1034.28000 2068.56| LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0316 807-84814 12.000 EACH| 1026.80000 12321.60| 1078.17000 12938.06| LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0317 807-86620 16.000 EACH| 213.79000 3420.64| 224.49000 3591.84| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0318 807-86660 42.000 EACH| 466.79000 19605.18| 490.14000 20585.88| LUMINAIRE, HIGH PRESSURE SODIUM, | | | ASYMMETRIC, 1000 WATT | | | 0319 807-86670 6.000 EACH| 466.79000 2800.74| 490.14000 2940.84| LUMINAIRE, HIGH PRESSURE SODIUM, | | | SYMMETRIC, 1000 WATT | | | 0320 807-86750 10.000 EACH| 329.29000 3292.90| 345.77000 3457.70| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0321 807-86790 55.000 EACH| 298.49000 16416.95| 313.43000 17238.65| LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0322 807-86910 28.000 EACH| 31.81000 890.68| 33.41000 935.48| CONNECTOR KIT, UNFUSED | | | 0323 807-86915 40.000 EACH| 32.91000 1316.40| 34.57000 1382.80| CONNECTOR KIT, FUSED | | | 0324 807-86950 40.000 EACH| 57.87000 2314.80| 60.77000 2430.80| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0325 808-03002 2964.000 m | 2.25000 6669.00| 1.91000 5661.24| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0326 808-03631 14178.000 m | 2.25000 31900.50| 1.91000 27079.98| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0327 808-03632 13887.000 m | 2.25000 31245.75| 1.91000 26524.17| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0330 808-04896 54.000 m | 2.25000 121.50| 1.91000 103.14| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0331 808-05534 2017.000 m | 4.50000 9076.50| 3.82000 7704.94| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0333 808-06714 1362.000 m | 0.70000 953.40| 0.74000 1007.88| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0334 808-74807 19.000 EACH| 220.00000 4180.00| 183.75000 3491.25| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0335 808-74808 10.000 EACH| 295.00000 2950.00| 246.75000 2467.50| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0336 808-74811 4465.000 m | 2.85000 12725.25| 2.39000 10671.35| LINE, EPOXY, BROKEN, WHITE, 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0337 808-75994 200.000 EACH| 6.00000 1200.00| 6.25000 1250.00| PRISMATIC REFLECTOR | | | 0338 808-75998 1470.000 EACH| 22.00000 32340.00| 23.10000 33957.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0339 808-98000 1048.000 m | 4.50000 4716.00| 3.82000 4003.36| LINE, EPOXY, SOLID, YELLOW, 200 mm | | | 0340 720-44000 7.000 EACH| 300.00000 2100.00| 650.00000 4550.00| CASTING, ADJUST TO GRADE | | | 0341 801-06577 307.000 m | 25.00000 7675.00| 20.48000 6287.36| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0342 105-04655 30.000 MOS | 200.00000 6000.00| 301.37000 9041.10| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0343 202-01667 25.000 EACH| 152.86000 3821.50| 160.52000 4013.00| SIGN AND SUPPORTS, WOOD POSTS, REMOVE | | | 0344 203-02000 235619.000 m3 | 5.00000 1178095.00| 5.90000 1390152.10| EXCAVATION, COMMON , WETLANDS | | | 0345 501-03489 860.000 EACH| 8.80000 7568.00| 13.00000 11180.00| TIE BAR, RETROFIT | | | 0346 601-94689 14.000 EACH| 3175.00000 44450.00| 3675.00000 51450.00| GUARDRAIL END TREATMENT, OS | | | 0347 801-03290 10.000 EACH| 1042.16000 10421.60| 367.50000 3675.00| CONSTRUCTION SIGN, C | | | 0348 801-06649 1200.000 EACH| 5.70000 6840.00| 2.84000 3408.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0349 808-06680 395.000 m | 21.65000 8551.75| 18.19000 7185.05| TRANSVERSE MARKINGS EPOXY | | | 0350 808-06680 110.000 m | 21.65000 2381.50| 18.19000 2000.90| TRANSVERSE MARKINGS EPOXY , SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0351 808-06680 132.000 m | 43.30000 5715.60| 36.37000 4800.84| TRANSVERSE MARKINGS EPOXY , SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0352 808-74805 175.000 m | 43.30000 7577.50| 36.37000 6364.75| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0353 808-75996 380.000 EACH| 5.00000 1900.00| 3.05000 1159.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0354 807-04744 LUMP| 65000.00000 65000.00| 1094.32000 1094.32| LIGHTING SYSTEM, EXISTING, MAINTAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 170 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,207,625.09 ROUTE : I-65 CALL ORDER : 170 CONTRACT ID : R -25127-A COUNTIES : CLARK LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 99-9996038 | |GOHMANN ASPHALT & CONSTR., I|BEATY/GRADEX/RIETH RILEY JV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 105-06964 LUMP| 6000.00000 6000.00| 6027.48000 6027.48| CONTRACT ADMINISTRATION , AERIAL | | | PHOTOGRAPHY | | | 0356 808-06965 LUMP| 30000.00000 30000.00| 14028.95000 14028.95| LINE, REMOVE | | | 0357 805-02087 LUMP| 6543.20000 6543.20| 43596.92000 43596.92| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0358 202-02286 1.000 EACH| 20000.00000 20000.00| 20271.74000 20271.74| PRESENT STRUCTURE, REMOVE , STR. NO. | | | 62-Q-3838 | | | SECTION TOTALS | $ 43,837,000.00| $ 51,312,091.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 43,837,000.00| $ 51,312,091.31| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0743110 4654344 0743110 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL RANK VENDOR NO./NAME BID -------------------------------------------------------------------------------------------------------------------------- 3 35-1139301 E & B PAVING, INC. 3RD LOW A + B = $ 48,292,451.23 2 99-9994787 RIETH RILEY/GRADEX INC. J/V 2ND LOW A + B = $ 48,119,000.00 1 99-9990053 BERNS/WEDDLE JOINT VENTURE LOW - AWARD A + B = $ 46,499,933.81 4 35-1917625 MILESTONE CONTRACTORS, L.P. 4TH LOW A + B = $ 48,894,622.79 5 36-2231526 WALSH CONSTR CO OF ILL 5TH LOW A + B = $ 53,776,144.82 ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COMMON BIDDABLE ITEMS (ROAD REPLACEMENT, BRIDGE REPAIR STR. NO. 4, LIGHTING, AND SIGNING) | | | 0001 105-01925 24.000 MOS | 1798.50000 43164.00| 1715.89000 41181.36| 1800.00000 43200.00 FIELD OFFICE, 51.1 m2 | | | 0003 105-06845 LUMP| 227584.07000 227584.07| 410455.69000 410455.69| 425000.00000 425000.00 CONSTRUCTION ENGINEERING | | | 0004 108-01614 LUMP| 13999.00000 13999.00| 10033.00000 10033.00| 5000.00000 5000.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 1846709.00000 1846709.00| 1878000.00000 1878000.00| 1880000.00000 1880000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 369000.00000 369000.00| 350000.00000 350000.00| 176500.00000 176500.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 123079.000 m2 | 5.34000 657241.86| 4.98000 612933.42| 5.12000 630164.48 PAVEMENT, REMOVE | | | 0008 202-02241 3029.800 m | 5.66000 17148.67| 5.72000 17330.46| 7.50000 22723.50 GUARDRAIL, REMOVE | | | 0009 202-03783 13.000 EACH| 284.77000 3702.01| 288.40000 3749.20| 260.98000 3392.74 SIGN, PANEL, REMOVE | | | 0010 202-51328 LUMP| 39976.00000 39976.00| 6695.00000 6695.00| 25972.69000 25972.69 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0011 202-51328 LUMP| 8200.00000 8200.00| 3090.00000 3090.00| 9389.51000 9389.51 PRESENT STRUCTURE, REMOVE PORTIONS | | | Structure No. 110 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-60820 312.400 m2 | 9.00000 2811.60| 6.64000 2074.34| 7.70000 2405.48 SURFACE MILLING, ASPHALT | | | 0013 202-74050 15.000 EACH| 113.91000 1708.65| 113.30000 1699.50| 386.95000 5804.25 SIGN, OVERHEAD, REMOVE | | | 0014 202-74055 9.000 EACH| 1434.89000 12914.01| 1442.00000 12978.00| 1351.50000 12163.50 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0015 202-74095 9.000 EACH| 284.77000 2562.93| 288.40000 2595.60| 644.91000 5804.19 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0016 202-92607 52.000 EACH| 56.96000 2961.92| 57.68000 2999.36| 44.85000 2332.20 SIGN POST, CHANNEL, REMOVE | | | 0017 202-93483 3.000 EACH| 284.77000 854.31| 288.40000 865.20| 156.57000 469.71 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0018 202-93763 17.000 EACH| 143.52000 2439.84| 144.20000 2451.40| 135.99000 2311.83 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0019 202-93974 2.000 EACH| 823.19000 1646.38| 834.30000 1668.60| 751.68000 1503.36 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0020 202-94793 1260.000 m | 40.00000 50400.00| 40.00000 50400.00| 27.90000 35154.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0021 202-95080 350.000 m | 13.50000 4725.00| 17.40000 6090.00| 22.11000 7738.50 TEMPORARY CONCRETE BARRIER, REMOVE | | | 0022 202-95579 5.000 EACH| 284.77000 1423.85| 288.40000 1442.00| 313.10000 1565.50 SERVICE POINT, REMOVE | | | 0023 202-96070 9.000 EACH| 1001.70000 9015.30| 1009.40000 9084.60| 1364.24000 12278.16 HIGH MAST TOWER, REMOVE | | | 0024 202-96151 LUMP| 1275.00000 1275.00| 1287.50000 1287.50| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0026 203-02000 176913.000 m3 | 8.00000 1415304.00| 5.65000 999558.45| 11.57000 2046883.41 EXCAVATION, COMMON | | | 0027 203-02070 38184.000 m3 | 14.50000 553668.00| 10.10000 385658.40| 11.57000 441788.88 BORROW | | | 0028 205-02224 256.000 m | 5.61000 1436.16| 6.80000 1740.80| 5.50000 1408.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0029 205-02231 3096.720 m | 16.00000 49547.52| 36.00000 111481.92| 8.50000 26322.12 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0030 205-02233 350.100 m3 | 10.00000 3501.00| 7.40000 2590.74| 6.00000 2100.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 205-02234 19.000 EACH| 45.90000 872.10| 53.00000 1007.00| 45.00000 855.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0032 206-51220 120.000 m3 | 115.00000 13800.00| 41.20000 4944.00| 54.66000 6559.20 EXCAVATION, WET | | | 0033 206-51230 94.000 m3 | 46.00000 4324.00| 25.75000 2420.50| 89.11000 8376.34 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0034 211-02050 17131.000 m3 | 8.00000 137048.00| 17.70000 303218.70| 20.68000 354269.08 B BORROW | | | 0035 211-02060 40531.400 m3 | 21.18000 858455.05| 17.75000 719432.35| 23.68000 959783.55 B BORROW FOR STRUCTURE BACKFILL | | | 0036 215-06458 5000.000 m3 | 5.00000 25000.00| 9.30000 46500.00| 8.90000 44500.00 SUBGRADE, MODIFIED | | | 0037 303-52308 85178.700 Mg | 8.66000 737647.54| 12.01000 1022996.19| 10.90000 928447.83 COMPACTED AGGREGATE, O, 53 | | | 0038 303-52308 73000.000 Mg | 8.66000 632180.00| 10.74000 784020.00| 10.06000 734380.00 COMPACTED AGGREGATE, O, 53 , RECYCLED | | | 0039 304-06464 44832.900 m3 | 29.55000 1324812.20| 35.09000 1573186.46| 37.68000 1689303.67 SUBBASE FOR PCCP | | | 0040 305-05204 46.800 Mg | 60.00000 2808.00| 91.34000 4274.71| 110.00000 5148.00 HMA FOR PATCHING | | | 0041 401-05437 3068.000 Mg | 34.00000 104312.00| 43.33000 132936.44| 29.00000 88972.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0042 401-05455 998.000 Mg | 35.00000 34930.00| 37.44000 37365.12| 32.00000 31936.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0043 401-05456 468.000 Mg | 55.00000 25740.00| 56.40000 26395.20| 60.00000 28080.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0044 401-05459 40.700 Mg | 45.00000 1831.50| 57.28000 2331.30| 90.00000 3663.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0045 401-05464 11.500 Mg | 70.00000 805.00| 144.07000 1656.81| 230.00000 2645.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0046 405-05517 1.600 Mg | 450.00000 720.00| 378.93000 606.29| 480.00000 768.00 ASPHALT FOR PRIME COAT | | | 0047 406-05520 10.100 Mg | 180.00000 1818.00| 167.25000 1689.23| 200.00000 2020.00 ASPHALT FOR TACK COAT | | | 0048 501-05240 36258.300 m | 20.87000 756710.72| 22.68000 822338.24| 17.50000 634520.25 CONTRACTION JOINT, D1 | | | 0049 501-06266 LUMP| 7664.40000 7664.40| 4090.12000 4090.12| 15000.00000 15000.00 PROFILOGRAPH, PCCP | | | 0050 501-06325 127147.500 m2 | 33.70000 4284870.75| 33.07000 4204767.83| 31.75000 4036933.13 QC/QA PCCP, 350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 501-06665 72273.300 m2 | 33.70000 2435610.21| 33.84000 2445728.47| 31.75000 2294677.28 QC/QA PCCP, 350 mm FOR SHOULDER | | | 0052 501-06698 2473.200 m2 | 85.00000 210222.00| 87.55000 216528.66| 87.55000 216528.66 QC/QA PCCP, REINFORCED, 350 mm FOR | | | SHOULDER | | | 0053 503-03489 120.000 EACH| 8.25000 990.00| 12.63000 1515.60| 12.00000 1440.00 RETROFITTED TIE BARS | | | 0054 503-05310 105.700 m | 412.34000 43584.34| 376.85000 39833.05| 363.00000 38369.10 TERMINAL JOINT | | | 0055 601-01115 15.240 m | 91.80000 1399.03| 92.70000 1412.75| 86.00000 1310.64 GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0056 601-01522 4.000 EACH| 1173.00000 4692.00| 1184.50000 4738.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0057 601-04746 9.000 EACH| 5253.00000 47277.00| 5304.50000 47740.50| 5200.00000 46800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0058 601-06228 1.000 EACH| 63240.00000 63240.00| 64375.00000 64375.00| 56100.00000 56100.00 IMPACT ATTENUATOR, CR, W1, TL-3, 110 | | | km/h | | | 0059 601-06238 1.000 EACH| 32640.00000 32640.00| 33475.00000 33475.00| 29800.00000 29800.00 IMPACT ATTENUATOR, R1, W1, TL-3, 110 | | | km/h | | | 0060 601-06246 17.000 EACH| 31620.00000 537540.00| 31930.00000 542810.00| 28300.00000 481100.00 IMPACT ATTENUATOR, R2, W1, TL-3, 110 | | | km/h | | | 0062 601-06421 1.000 EACH| 13770.00000 13770.00| 13905.00000 13905.00| 13400.00000 13400.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, 110 km/h | | | 0063 601-06454 5.000 EACH| 13770.00000 68850.00| 13905.00000 69525.00| 13400.00000 67000.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, 110 km/h | | | 0064 601-94689 25.000 EACH| 3213.00000 80325.00| 3244.50000 81112.50| 3150.00000 78750.00 GUARDRAIL END TREATMENT, OS | | | 0065 601-94690 2.000 EACH| 3213.00000 6426.00| 3244.50000 6489.00| 3150.00000 6300.00 GUARDRAIL END TREATMENT, MS | | | 0066 601-97774 10.000 EACH| 2091.00000 20910.00| 2111.50000 21115.00| 1925.00000 19250.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0067 601-97803 2.000 EACH| 2091.00000 4182.00| 2111.50000 4223.00| 1925.00000 3850.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0068 601-99105 4735.590 m | 31.17000 147608.34| 31.48000 149076.37| 31.60000 149644.64 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 601-99106 26.664 m | 71.40000 1903.81| 72.10000 1922.47| 56.00000 1493.18 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0070 601-99108 200.025 m | 51.00000 10201.28| 51.50000 10301.29| 50.60000 10121.27 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0071 601-99123 3.000 EACH| 1887.00000 5661.00| 1905.50000 5716.50| 1975.00000 5925.00 GUARDRAIL TRANSITION, GP | | | 0072 602-01598 2896.600 m | 172.81000 500561.45| 156.15000 452304.09| 182.64000 529035.02 BARRIER, MEDIAN, CONCRETE, 1170 mm | | | 0073 602-02476 346.000 m | 175.00000 60550.00| 130.00000 44980.00| 175.36000 60674.56 BARRIER, CONCRETE, MODIFIED TYPE I | | | 0074 602-02476 373.000 m | 275.00000 102575.00| 80.00000 29840.00| 207.19000 77281.87 BARRIER, CONCRETE, MODIFIED TYPE II | | | 0075 602-02476 207.000 m | 150.00000 31050.00| 100.00000 20700.00| 180.12000 37284.84 BARRIER, CONCRETE, MODIFIED TYPE III | | | 0076 602-06639 1046.200 m | 49.25000 51525.35| 70.77000 74039.57| 50.85000 53199.27 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0077 602-06646 5127.000 m | 47.61000 244096.47| 37.13000 190365.51| 49.21000 252299.67 TEMPORARY CONCRETE BARRIER | | | 0078 602-06729 711.000 EACH| 6.12000 4351.32| 5.05000 3590.55| 4.90000 3483.90 BARRIER DELINEATOR | | | 0079 603-06040 5145.000 m | 11.12000 57212.40| 11.23000 57778.35| 10.80000 55566.00 FENCE, FARM FIELD, 1190 mm | | | 0080 603-06045 1320.000 m | 25.40000 33528.00| 25.65000 33858.00| 33.50000 44220.00 FENCE, CHAIN LINK, 1220 mm | | | 0081 610-05527 7451.000 Mg | 34.50000 257059.50| 37.37000 278443.87| 33.00000 245883.00 HMA FOR APPROACHES | | | 0082 611-52817 4.000 EACH| 15300.00000 61200.00| 11190.30000 44761.20| 7500.00000 30000.00 TEMPORARY CROSSOVER, B | | | 0083 611-91761 2.000 EACH| 20000.00000 40000.00| 9348.58000 18697.16| 8000.00000 16000.00 TEMPORARY CROSSOVER, A | | | 0084 615-06505 4.000 EACH| 377.40000 1509.60| 381.10000 1524.40| 325.00000 1300.00 MONUMENT, B | | | 0085 615-06510 20.000 EACH| 255.00000 5100.00| 257.50000 5150.00| 225.00000 4500.00 MONUMENT, C | | | 0086 615-06515 52.000 EACH| 102.00000 5304.00| 103.00000 5356.00| 100.00000 5200.00 MONUMENT, D | | | 0087 615-06527 2.000 EACH| 255.00000 510.00| 339.90000 679.80| 300.00000 600.00 MONUMENT, SECTION CORNER | | | 0088 616-02320 1000.000 m2 | 2.20000 2200.00| 1.20000 1200.00| 1.20000 1200.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 616-06405 147.100 Mg | 25.00000 3677.50| 26.15000 3846.67| 30.65000 4508.62 RIPRAP, REVETMENT | | | 0090 617-04488 480.400 m2 | 65.00000 31226.00| 5.20000 2498.08| 6.40000 3074.56 GEOGRID, SUBGRADE | | | 0091 621-01004 2.000 EACH| 714.00000 1428.00| 750.00000 1500.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0092 621-06545 25.100 Mg | 673.20000 16897.32| 542.00000 13604.20| 660.00000 16566.00 FERTILIZER | | | 0093 621-06554 4605.000 kg | 2.12000 9762.60| 7.53000 34675.65| 2.08000 9578.40 SEED MIXTURE, U | | | 0094 621-06557 2300.000 kg | 0.56000 1288.00| 4.42000 10166.00| 0.55000 1265.00 SEED MIXTURE, T | | | 0095 621-06565 126.000 Mg | 561.00000 70686.00| 428.00000 53928.00| 550.00000 69300.00 MULCHING MATERIAL | | | 0096 621-06574 924.000 m2 | 3.47000 3206.28| 4.00000 3696.00| 5.75000 5313.00 SODDING | | | 0097 702-51005 32.300 m3 | 550.00000 17765.00| 463.50000 14971.05| 545.14000 17608.02 CONCRETE, A, SUBSTRUCTURE | | | 0098 702-51015 16.500 m3 | 160.00000 2640.00| 257.50000 4248.75| 376.48000 6211.92 CONCRETE, B, FOOTINGS | | | 0099 702-90915 177.980 m3 | 662.56000 117922.43| 474.06000 84373.20| 459.77000 81829.86 CONCRETE, A | | | 0100 702-93722 86.910 m3 | 726.00000 63096.66| 360.50000 31331.06| 736.78000 64033.55 CONCRETE, C | | | 0101 703-06029 1633.000 kg | 2.20000 3592.60| 1.29000 2106.57| 1.41000 2302.53 REINFORCING BARS, EPOXY COATED | | | 0103 709-51821 LUMP| 750.00000 750.00| 669.50000 669.50| 951.65000 951.65 SURFACE SEAL | | | 0104 711-51878 LUMP| 30000.00000 30000.00| 14420.00000 14420.00| 35361.02000 35361.02 JACKING AND SUPPORTING GIRDERS , STR. | | | NO 4 | | | 0107 715-05019 148.600 m | 216.00000 32097.60| 166.00000 24667.60| 168.00000 24964.80 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0109 715-05048 14718.200 m | 7.25000 106706.95| 7.50000 110386.50| 8.20000 120689.24 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0110 715-05049 3383.100 m | 9.30000 31462.83| 8.55000 28925.51| 10.04000 33966.32 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0111 715-05051 100.000 m | 41.00000 4100.00| 10.50000 1050.00| 49.20000 4920.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0112 715-05053 1573.200 m | 32.00000 50342.40| 34.00000 53488.80| 27.70000 43577.64 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 715-05119 23.200 m | 133.00000 3085.60| 77.00000 1786.40| 77.90000 1807.28 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0114 715-05121 83.300 m | 151.00000 12578.30| 89.00000 7413.70| 102.50000 8538.25 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0115 715-05123 166.600 m | 170.00000 28322.00| 114.00000 18992.40| 110.23000 18364.32 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0116 715-05149 393.800 m | 100.00000 39380.00| 69.00000 27172.20| 57.40000 22604.12 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0117 715-05151 1128.000 m | 100.00000 112800.00| 77.00000 86856.00| 69.70000 78621.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0118 715-05152 195.000 m | 120.00000 23400.00| 89.00000 17355.00| 82.00000 15990.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0119 715-05154 182.700 m | 155.00000 28318.50| 114.00000 20827.80| 119.40000 21814.38 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0120 715-05249 59.700 m | 138.00000 8238.60| 653.00000 38984.10| 315.00000 18805.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0121 715-05422 92.400 m | 194.00000 17925.60| 320.00000 29568.00| 183.30000 16936.92 PIPE, SLOTTED DRAIN, 300 mm | | | 0122 715-26772 1.000 EACH| 5500.00000 5500.00| 4800.00000 4800.00| 4745.00000 4745.00 GRATED BOX END SECTION, I, 6:1, 600 mm | | | 0123 715-46000 10.000 EACH| 230.00000 2300.00| 215.00000 2150.00| 285.00000 2850.00 PIPE END SECTION, 300 mm | | | 0124 715-46005 33.000 EACH| 240.00000 7920.00| 225.00000 7425.00| 305.00000 10065.00 PIPE END SECTION, 375 mm | | | 0125 715-46010 10.000 EACH| 250.00000 2500.00| 250.00000 2500.00| 350.00000 3500.00 PIPE END SECTION, 450 mm | | | 0126 715-46020 14.000 EACH| 350.00000 4900.00| 385.00000 5390.00| 550.00000 7700.00 PIPE END SECTION, 600 mm | | | 0127 715-46040 4.000 EACH| 370.00000 1480.00| 650.00000 2600.00| 800.00000 3200.00 PIPE END SECTION, 900 mm | | | 0128 715-97403 4.000 EACH| 3790.00000 15160.00| 2800.00000 11200.00| 3115.00000 12460.00 GRATED BOX END SECTION, I, 6:1, 375 mm | | | 0129 715-97557 2.000 EACH| 3790.00000 7580.00| 2850.00000 5700.00| 3180.00000 6360.00 GRATED BOX END SECTION, I, 6:1, 450 mm | | | 0130 718-06528 143.000 EACH| 378.00000 54054.00| 550.00000 78650.00| 640.00000 91520.00 OUTLET PROTECTOR, 1 | | | 0131 718-06532 2000.000 m | 3.06000 6120.00| 3.50000 7000.00| 3.30000 6600.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0132 718-52610 4207.000 m3 | 34.00000 143038.00| 26.00000 109382.00| 27.35000 115061.45 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 718-99153 32929.000 m2 | 1.00000 32929.00| 0.87000 28648.23| 0.01000 329.29 GEOTEXTILES FOR UNDERDRAIN | | | 0135 720-45025 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 2674.44000 10697.76 INLET, D6 | | | 0136 720-45041 18.000 EACH| 2500.00000 45000.00| 2060.00000 37080.00| 2835.00000 51030.00 INLET, H5 | | | 0137 720-45070 11.000 EACH| 2000.00000 22000.00| 1500.00000 16500.00| 1360.00000 14960.00 INLET, P12A | | | 0138 720-94906 16.000 EACH| 2500.00000 40000.00| 1410.00000 22560.00| 1465.00000 23440.00 INLET, X5 | | | 0139 731-93945 9455.000 m2 | 110.00000 1040050.00| 113.30000 1071251.50| 112.76000 1066145.80 FACE PANELS, CONCRETE | | | 0140 731-93946 9455.000 m2 | 50.00000 472750.00| 52.00000 491660.00| 43.70000 413183.50 WALL ERECTION | | | 0141 731-93947 785.000 m | 42.00000 32970.00| 43.00000 33755.00| 125.98000 98894.30 LEVELING PAD, CONCRETE | | | 0142 801-04308 4.000 EACH| 408.00000 1632.00| 343.00000 1372.00| 333.00000 1332.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0143 801-06198 540.000 DAY | 200.00000 108000.00| 346.00000 186840.00| 0.01000 5.40 PATROLLER | | | 0144 801-06207 43985.900 m | 3.04000 133717.14| 2.80000 123160.52| 1.89000 83133.35 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0145 801-06469 5599.500 m | 6.08000 34044.96| 5.60000 31357.20| 5.25000 29397.38 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0146 801-06605 6.000 EACH| 96.90000 581.40| 103.00000 618.00| 100.00000 600.00 BARRICADE, IIIA | | | 0147 801-06606 24.000 EACH| 102.00000 2448.00| 124.00000 2976.00| 100.00000 2400.00 BARRICADE, IIIB | | | 0148 801-06625 17.000 EACH| 107.10000 1820.70| 118.00000 2006.00| 100.00000 1700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0149 801-06640 95.000 EACH| 112.20000 10659.00| 129.00000 12255.00| 100.00000 9500.00 CONSTRUCTION SIGN, A | | | 0150 801-06645 22.000 EACH| 30.60000 673.20| 34.00000 748.00| 34.00000 748.00 CONSTRUCTION SIGN, B | | | 0151 801-06710 2070.000 DAY | 14.79000 30615.30| 13.00000 26910.00| 12.50000 25875.00 FLASHING ARROW SIGN | | | 0152 801-06775 LUMP| 226600.24000 226600.24| 237000.00000 237000.00| 275000.00000 275000.00 MAINTAINING TRAFFIC | | | 0153 801-97643 1296.000 m | 15.30000 19828.80| 15.00000 19440.00| 14.00000 18144.00 TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 802-02293 249.000 m3 | 561.31000 139766.19| 628.00000 156372.00| 505.05000 125757.45 CONCRETE, SIGN FOUNDATION | | | 0155 802-04314 3.000 EACH| 754.68000 2264.04| 762.00000 2286.00| 624.26000 1872.78 SIGN CIRCUIT INSTALLATION, 3 LUMINAIRES | | | 0156 802-04893 12.000 EACH| 214.11000 2569.32| 386.00000 4632.00| 106.30000 1275.60 REFERENCE POST | | | 0157 802-05701 21.000 m | 60.00000 1260.00| 61.00000 1281.00| 32.94000 691.74 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0158 802-05702 320.000 m | 56.34000 18028.80| 57.00000 18240.00| 27.62000 8838.40 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0159 802-05706 34.000 m | 63.75000 2167.50| 65.00000 2210.00| 34.06000 1158.04 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0160 802-76015 887.000 m2 | 118.28000 104914.36| 124.00000 109988.00| 140.15000 124313.05 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0161 802-76025 0.600 m2 | 102.44000 61.46| 103.00000 61.80| 125.73000 75.44 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0162 802-76035 58.000 m2 | 90.33000 5239.14| 92.00000 5336.00| 143.16000 8303.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0163 802-76045 17.000 m2 | 103.63000 1761.71| 103.00000 1751.00| 167.17000 2841.89 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0164 802-76095 1075.000 kg | 4.35000 4676.25| 4.43000 4762.25| 4.52000 4859.00 STRUCTURAL STEEL, BREAKAWAY | | | 0165 803-02310 7873.000 kg | 2.33000 18344.09| 2.40000 18895.20| 0.88000 6928.24 REINFORCING STEEL, SIGN FOUNDATION | | | 0166 803-03126 1.000 EACH| 113.91000 113.91| 113.00000 113.00| 733.51000 733.51 OVERHEAD SIGN, RELOCATE | | | 0167 803-76110 16.000 EACH| 24388.33000 390213.28| 25000.00000 400000.00| 25262.02000 404192.32 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0168 803-76140 1.000 EACH| 9767.57000 9767.57| 10000.00000 10000.00| 17277.32000 17277.32 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0169 803-76170 167.000 m | 408.10000 68152.70| 412.00000 68804.00| 446.10000 74498.70 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0170 803-76175 5.000 m | 408.10000 2040.50| 412.00000 2060.00| 514.96000 2574.80 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 805-06592 190.000 m | 25.00000 4750.00| 26.00000 4940.00| 44.46000 8447.40 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0173 805-86805 2.000 EACH| 2564.99000 5129.98| 2600.00000 5200.00| 1799.02000 3598.04 SERVICE POINT, I | | | 0174 805-86810 5.000 EACH| 3372.83000 16864.15| 3400.00000 17000.00| 2405.02000 12025.10 SERVICE POINT, II | | | 0175 805-86889 860.000 m | 1.19000 1023.40| 1.24000 1066.40| 0.92000 791.20 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0176 805-86920 96.000 EACH| 6.92000 664.32| 7.00000 672.00| 13.17000 1264.32 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0177 805-86925 8.000 EACH| 15.92000 127.36| 16.50000 132.00| 13.90000 111.20 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0178 805-86930 73.000 EACH| 5.68000 414.64| 6.00000 438.00| 12.14000 886.22 INSULATING LINK, NOT WATERPROOFED | | | 0179 805-86935 16.000 EACH| 15.53000 248.48| 16.00000 256.00| 13.71000 219.36 INSULATING LINK, WATERPROOFED | | | 0180 805-86955 24.000 EACH| 153.18000 3676.32| 160.00000 3840.00| 106.75000 2562.00 CABLE DUCT MARKER | | | 0181 805-98335 7500.000 m | 10.30000 77250.00| 11.00000 82500.00| 12.37000 92775.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0182 805-98336 190.000 m | 11.15000 2118.50| 11.00000 2090.00| 19.82000 3765.80 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0183 807-04309 1.000 EACH| 2215.95000 2215.95| 2300.00000 2300.00| 2020.00000 2020.00 PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0184 807-04779 24.000 EACH| 530.76000 12738.24| 540.00000 12960.00| 764.65000 18351.60 CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0185 807-04866 2.000 EACH| 2979.42000 5958.84| 3000.00000 6000.00| 2688.59000 5377.18 LUMINAIRE , UNDERPASS CIRCUIT | | | INSTALLATION, 5 LUMINAIRES | | | 0186 807-78590 4.000 EACH| 434.02000 1736.08| 440.00000 1760.00| 504.08000 2016.32 HANDHOLE | | | 0187 807-82001 1.000 EACH| 749.07000 749.07| 760.00000 760.00| 537.23000 537.23 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 2 | | | LUMINAIRES | | | 0188 807-82003 1.000 EACH| 760.29000 760.29| 772.00000 772.00| 624.26000 624.26 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 807-82004 7.000 EACH| 765.90000 5361.30| 773.00000 5411.00| 767.59000 5373.13 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0190 807-82005 2.000 EACH| 771.51000 1543.02| 789.00000 1578.00| 943.44000 1886.88 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0191 807-82006 1.000 EACH| 777.12000 777.12| 789.00000 789.00| 950.35000 950.35 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 7 | | | LUMINAIRES | | | 0192 807-82016 2.000 EACH| 660.43000 1320.86| 700.00000 1400.00| 514.75000 1029.50 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0193 807-82400 9.000 EACH| 13545.73000 121911.57| 13400.00000 120600.00| 14380.65000 129425.85 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0194 807-84762 2.000 EACH| 941.16000 1882.32| 950.00000 1900.00| 956.67000 1913.34 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0195 807-84814 22.000 EACH| 983.80000 21643.60| 990.00000 21780.00| 1012.22000 22268.84 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0196 807-86620 24.000 EACH| 191.60000 4598.40| 195.00000 4680.00| 178.23000 4277.52 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0197 807-86665 54.000 EACH| 449.66000 24281.64| 453.00000 24462.00| 512.64000 27682.56 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0198 807-86750 10.000 EACH| 309.41000 3094.10| 310.00000 3100.00| 376.12000 3761.20 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0199 807-86790 73.000 EACH| 277.99000 20293.27| 280.00000 20440.00| 310.32000 22653.36 LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0200 807-86830 9.000 EACH| 4918.57000 44267.13| 4950.00000 44550.00| 5938.21000 53443.89 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0201 807-86910 41.000 EACH| 29.27000 1200.07| 30.00000 1230.00| 29.03000 1190.23 CONNECTOR KIT, UNFUSED | | | 0202 807-86915 58.000 EACH| 30.40000 1763.20| 31.00000 1798.00| 30.12000 1746.96 CONNECTOR KIT, FUSED | | | 0203 807-86950 51.000 EACH| 43.15000 2200.65| 43.00000 2193.00| 27.75000 1415.25 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0204 808-06713 13626.800 m | 0.15000 2044.02| 0.15000 2044.02| 0.20000 2725.36 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0205 808-06714 17856.000 m | 0.15000 2678.40| 0.15000 2678.40| 0.20000 3571.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0206 808-06716 18682.500 m | 1.12000 20924.40| 0.93000 17374.73| 1.12000 20924.40 LINE, REMOVE | | | 0207 808-75053 2291.600 m | 6.82000 15628.71| 6.70000 15353.72| 6.50000 14895.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0208 808-75061 18829.000 m | 4.22000 79458.38| 4.60000 86613.40| 0.01000 188.29 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0209 808-75245 291.500 m | 0.46000 134.09| 4.60000 1340.90| 4.50000 1311.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0211 808-75996 1138.000 EACH| 5.00000 5690.00| 5.20000 5917.60| 4.20000 4779.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0212 808-75998 1283.000 EACH| 21.17000 27161.11| 21.00000 26943.00| 21.00000 26943.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 24,199,426.75| $ 24,346,821.30| $ 24,788,127.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 NEW BRIDGE - STR NO 2 CONCRETE ALTERNATE ALT AA1 | | | 0214 206-51230 624.000 m3 | | | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0215 211-02060 381.000 m3 | | | B BORROW FOR STRUCTURE BACKFILL | | | 0216 304-06464 23.000 m3 | | | SUBBASE FOR PCCP | | | 0217 602-06729 70.000 EACH| | | BARRIER DELINEATOR | | | 0218 610-06262 154.000 m2 | | | REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0219 701-91792 274.000 EACH| | | PILE TIP, STEEL H | | | 0220 701-95782 3605.000 m | | | PILE, STEEL H, HP 310 X 125 | | | 0221 702-51005 685.000 m3 | | | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0222 703-03622 160.000 EACH| | | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0223 703-06029 711566.000 kg | | | REINFORCING BARS, EPOXY COATED | | | 0224 704-51006 3199.000 m3 | | | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0225 706-51020 321.500 m3 | | | CONCRETE, C, RAILING | | | 0226 707-01065 LUMP| | | POST-TENSIONING , STR. NO. 2 | | | 0227 709-51821 LUMP| | | SURFACE SEAL , STR. NO. 2 | | | 0228 724-51925 24.000 m | | | STRUCTURAL EXPANSION JOINT, SS | | | 0229 724-51927 12.000 m | | | EXPANSION JOINT, M | | | 0230 726-03784 8.000 EACH| | | BEARING ASSEMBLY, POT, PB1 | | | 0231 728-98377 LUMP| | | MASONRY COATING , STR. NO. 2 | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 NEW BRIDGE - STR NO 1 CONCRETE ALTERNATE ALT AB1 | | | 0232 206-51230 616.000 m3 | | | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0233 211-02060 418.000 m3 | | | B BORROW FOR STRUCTURE BACKFILL | | | 0234 304-06464 30.000 m3 | | | SUBBASE FOR PCCP | | | 0235 602-06729 50.000 EACH| | | BARRIER DELINEATOR | | | 0236 610-06262 198.000 m2 | | | REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0237 701-91792 219.000 EACH| | | PILE TIP, STEEL H | | | 0238 701-95782 2956.000 m | | | PILE, STEEL H, HP 310 X 125 | | | 0239 702-51005 504.000 m3 | | | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 703-03622 173.000 EACH| | | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0241 703-06029 566021.000 kg | | | REINFORCING BARS, EPOXY COATED | | | 0242 704-51006 2280.000 m3 | | | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0243 706-51020 175.400 m3 | | | CONCRETE, C, RAILING | | | 0244 707-01065 LUMP| | | POST-TENSIONING STR. NO. 1 | | | 0245 709-51821 LUMP| | | SURFACE SEAL STR. NO.1 | | | 0246 724-51925 26.000 m | | | STRUCTURAL EXPANSION JOINT, SS | | | 0247 724-51927 12.000 m | | | EXPANSION JOINT, M | | | 0248 726-03784 8.000 EACH| | | BEARING ASSEMBLY, POT, PB1 | | | 0249 728-98377 LUMP| | | MASONRY COATING STR. NO. 1 | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE REPLACEMENT - STR NO 3 CONCRETE ALTERNATE ALT AC1 | | | 0250 202-51330 LUMP| 244834.00000 244834.00| 134000.00000 134000.00| 272314.34000 272314.34 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0251 206-51230 548.200 m3 | 46.00000 25217.20| 210.00000 115122.00| 29.06000 15930.69 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0252 211-02060 226.600 m3 | 24.00000 5438.40| 52.00000 11783.20| 50.96000 11547.54 B BORROW FOR STRUCTURE BACKFILL | | | 0253 211-06467 175.000 m3 | 44.00000 7700.00| 62.00000 10850.00| 53.76000 9408.00 AGGREGATE FOR END BENT BACKFILL | | | 0254 304-06464 103.000 m3 | 42.00000 4326.00| 130.00000 13390.00| 49.65000 5113.95 SUBBASE FOR PCCP | | | 0255 602-06729 28.000 EACH| 6.12000 171.36| 12.00000 336.00| 4.90000 137.20 BARRIER DELINEATOR | | | 0256 610-06262 582.700 m2 | 81.42000 47443.43| 77.00000 44867.90| 69.56000 40532.61 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0257 616-02320 438.000 m2 | 2.00000 876.00| 3.10000 1357.80| 1.20000 525.60 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0258 616-06405 78.000 Mg | 36.00000 2808.00| 41.00000 3198.00| 30.65000 2390.70 RIPRAP, REVETMENT | | | 0259 616-51367 1076.000 m2 | 64.36000 69251.36| 36.00000 38736.00| 46.37000 49894.12 SLOPEWALL, CONCRETE, 100 mm | | | 0260 621-06574 2242.000 m2 | 3.47000 7779.74| 3.60000 8071.20| 5.75000 12891.50 SODDING | | | 0261 701-01849 2258.000 m | 98.33000 222029.14| 133.00000 300314.00| 79.43000 179352.94 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0262 702-51005 556.700 m3 | 458.62000 255313.75| 500.00000 278350.00| 662.83000 368997.46 CONCRETE, A, SUBSTRUCTURE | | | 0263 702-51015 321.600 m3 | 273.45000 87941.52| 258.00000 82972.80| 339.05000 109038.48 CONCRETE, B, FOOTINGS | | | 0264 702-51100 397.000 kg | 8.55000 3394.35| 5.20000 2064.40| 11.24000 4462.28 DRAIN PIPE, CAST IRON, 150 mm | | | 0265 702-51110 1640.000 kg | 4.02000 6592.80| 3.10000 5084.00| 5.31000 8708.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0266 703-03622 341.000 EACH| 10.75000 3665.75| 16.00000 5456.00| 10.71000 3652.11 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0267 703-06028 9222.000 kg | 1.04000 9590.88| 1.30000 11988.60| 1.08000 9959.76 REINFORCING BARS | | | 0268 703-06029 186595.000 kg | 1.23000 229511.85| 1.35000 251903.25| 1.21000 225779.95 REINFORCING BARS, EPOXY COATED | | | 0269 704-51002 758.700 m3 | 534.45000 405487.22| 630.00000 477981.00| 514.64000 390457.37 CONCRETE, C, SUPERSTRUCTURE | | | 0270 706-05732 8.000 EACH| 1400.00000 11200.00| 1500.00000 12000.00| 1473.93000 11791.44 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0271 706-51020 94.300 m3 | 524.45000 49455.64| 570.00000 53751.00| 395.31000 37277.73 CONCRETE, C, RAILING | | | 0272 707-06846 1538.900 m | 430.00000 661727.00| 515.00000 792533.50| 377.98000 581673.42 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1067 mm | | | 0273 709-51821 LUMP| 24000.00000 24000.00| 22000.00000 22000.00| 21083.48000 21083.48 SURFACE SEAL STR. NO. 3 | | | 0274 715-05407 200.800 m | 29.70000 5963.76| 47.00000 9437.60| 32.15000 6455.72 PIPE, END BENT DRAIN, 150 mm | | | 0275 724-51925 69.300 m | 328.00000 22730.40| 520.00000 36036.00| 272.24000 18866.23 STRUCTURAL EXPANSION JOINT, SS | | | 0276 728-98377 LUMP| 14100.00000 14100.00| 20000.00000 20000.00| 17700.99000 17700.99 MASONRY COATING STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,428,549.55| $ 2,743,584.25| $ 2,415,944.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 NEW BRIDGE - STR NO 2 STEEL ALTERNATE ALT AA2 | | | 0277 206-51230 996.000 m3 | 45.00000 44820.00| 46.00000 45816.00| 29.06000 28943.76 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0278 211-02060 325.000 m3 | 40.00000 13000.00| 41.00000 13325.00| 45.32000 14729.00 B BORROW FOR STRUCTURE BACKFILL | | | 0279 304-06464 56.000 m3 | 100.00000 5600.00| 103.00000 5768.00| 49.65000 2780.40 SUBBASE FOR PCCP | | | 0280 602-06729 72.000 EACH| 6.12000 440.64| 10.30000 741.60| 4.90000 352.80 BARRIER DELINEATOR | | | 0281 610-06262 160.800 m2 | 70.00000 11256.00| 72.00000 11577.60| 70.95000 11408.76 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0282 701-91792 275.000 EACH| 75.00000 20625.00| 77.00000 21175.00| 80.11000 22030.25 PILE TIP, STEEL H | | | 0283 701-95782 3285.000 m | 100.00000 328500.00| 103.00000 338355.00| 117.72000 386710.20 PILE, STEEL H, HP 310 X 125 | | | 0284 702-51005 1016.600 m3 | 380.00000 386308.00| 390.00000 396474.00| 461.47000 469130.40 CONCRETE, A, SUBSTRUCTURE | | | 0285 702-51015 662.200 m3 | 250.00000 165550.00| 260.00000 172172.00| 242.76000 160755.67 CONCRETE, B, FOOTINGS | | | 0286 703-03622 120.000 EACH| 14.00000 1680.00| 15.00000 1800.00| 10.71000 1285.20 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0287 703-06028 3268.000 kg | 1.10000 3594.80| 1.13000 3692.84| 1.06000 3464.08 REINFORCING BARS | | | 0288 703-06029 462816.000 kg | 1.10000 509097.60| 1.13000 522982.08| 1.19000 550751.04 REINFORCING BARS, EPOXY COATED | | | 0289 704-51002 1330.800 m3 | 400.00000 532320.00| 412.00000 548289.60| 544.38000 724460.90 CONCRETE, C, SUPERSTRUCTURE | | | 0290 706-51020 323.100 m3 | 370.00000 119547.00| 380.00000 122778.00| 247.41000 79938.17 CONCRETE, C, RAILING | | | 0291 709-51821 LUMP| 40500.00000 40500.00| 42000.00000 42000.00| 43845.29000 43845.29 SURFACE SEAL STR. NO. 2 | | | 0292 711-51038 LUMP| 3374000.00000 3374000.00| 3517000.00000 3517000.00| 3775780.94000 3775780.94 STRUCTURAL STEEL STR. NO. 2 | | | 0293 724-51925 24.000 m | 400.00000 9600.00| 412.00000 9888.00| 272.24000 6533.76 STRUCTURAL EXPANSION JOINT, SS | | | 0294 724-51927 24.000 m | 3000.00000 72000.00| 3100.00000 74400.00| 2125.10000 51002.40 EXPANSION JOINT, M | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0295 726-58789 28.000 EACH| 2700.00000 75600.00| 2800.00000 78400.00| 492.59000 13792.52 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0296 726-99095 16.000 EACH| 1450.00000 23200.00| 1500.00000 24000.00| 599.40000 9590.40 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0297 728-98377 LUMP| 40500.00000 40500.00| 42000.00000 42000.00| 39563.69000 39563.69 MASONRY COATING STR. NO. 2 | | | SECTION TOTALS | $ 5,777,739.04| $ 5,992,634.72| $ 6,396,849.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 NEW BRIDGE - STR NO 1 STEEL ALTERNATE ALT AB2 | | | 0298 206-51230 650.000 m3 | 45.00000 29250.00| 46.50000 30225.00| 29.06000 18889.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0299 211-02060 231.000 m3 | 40.00000 9240.00| 42.00000 9702.00| 45.32000 10468.92 B BORROW FOR STRUCTURE BACKFILL | | | 0300 304-06464 35.000 m3 | 100.00000 3500.00| 103.00000 3605.00| 49.65000 1737.75 SUBBASE FOR PCCP | | | 0301 602-06729 55.000 EACH| 6.12000 336.60| 11.00000 605.00| 4.90000 269.50 BARRIER DELINEATOR | | | 0302 610-06262 202.700 m2 | 70.00000 14189.00| 72.00000 14594.40| 69.25000 14036.98 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0303 701-91792 182.000 EACH| 75.00000 13650.00| 78.00000 14196.00| 80.11000 14580.02 PILE TIP, STEEL H | | | 0304 701-95782 2259.000 m | 100.00000 225900.00| 103.00000 232677.00| 117.88000 266290.92 PILE, STEEL H, HP 310 X 125 | | | 0305 702-51005 737.400 m3 | 380.00000 280212.00| 391.00000 288323.40| 474.34000 349778.32 CONCRETE, A, SUBSTRUCTURE | | | 0306 702-51015 412.200 m3 | 250.00000 103050.00| 258.00000 106347.60| 453.20000 186809.04 CONCRETE, B, FOOTINGS | | | 0307 703-03622 120.000 EACH| 14.00000 1680.00| 15.00000 1800.00| 10.71000 1285.20 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0308 703-06028 3911.000 kg | 1.10000 4302.10| 1.13000 4419.43| 1.06000 4145.66 REINFORCING BARS | | | 0309 703-06029 289202.000 kg | 1.10000 318122.20| 1.20000 347042.40| 1.19000 344150.38 REINFORCING BARS, EPOXY COATED | | | 0310 704-51002 911.800 m3 | 400.00000 364720.00| 412.00000 375661.60| 569.36000 519142.45 CONCRETE, C, SUPERSTRUCTURE | | | 0311 706-51020 175.700 m3 | 370.00000 65009.00| 380.00000 66766.00| 282.64000 49659.85 CONCRETE, C, RAILING | | | 0312 709-51821 LUMP| 27000.00000 27000.00| 28000.00000 28000.00| 29742.79000 29742.79 SURFACE SEAL STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0313 711-51038 LUMP| 2033500.00000 2033500.00| 1986000.00000 1986000.00| 1827441.63000 1827441.63 STRUCTURAL STEEL STR. NO. 1 | | | 0314 724-51925 52.700 m | 400.00000 21080.00| 412.00000 21712.40| 272.24000 14347.05 STRUCTURAL EXPANSION JOINT, SS | | | 0315 726-58789 28.000 EACH| 2700.00000 75600.00| 2800.00000 78400.00| 492.59000 13792.52 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0316 726-99095 8.000 EACH| 1450.00000 11600.00| 1500.00000 12000.00| 599.40000 4795.20 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0317 728-98377 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 26673.43000 26673.43 MASONRY COATING STR. NO. 1 | | | SECTION TOTALS | $ 3,620,940.90| $ 3,642,077.23| $ 3,698,036.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BRIDGE REPLACEMENT - STR NO 3 STEEL ALTERNATE ALT AC2 | | | 0318 202-51330 LUMP| | | PRESENT STRUCTURE, REMOVE , STR NO 3 | | | 0319 206-51230 519.500 m3 | | | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0320 211-02060 197.900 m3 | | | B BORROW FOR STRUCTURE BACKFILL | | | 0321 211-06467 173.000 m3 | | | AGGREGATE FOR END BENT BACKFILL | | | 0322 304-06464 104.000 m3 | | | SUBBASE FOR PCCP | | | 0323 602-06729 28.000 EACH| | | BARRIER DELINEATOR | | | 0324 610-06262 590.300 m2 | | | REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0325 616-02320 438.000 m2 | | | GEOTEXTILES | | | 0326 616-06405 78.000 Mg | | | RIPRAP, REVETMENT | | | 0327 616-51367 1092.000 m2 | | | SLOPEWALL, CONCRETE, 100 mm | | | 0328 621-06574 2242.000 m2 | | | SODDING | | | 0329 701-01849 2228.000 m | | | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0330 702-51005 499.700 m3 | | | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0331 702-51015 321.600 m3 | | | CONCRETE, B, FOOTINGS | | | 0332 702-51100 328.000 kg | | | DRAIN PIPE, CAST IRON, 150 mm | | | 0333 702-51110 1168.000 kg | | | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0334 703-03622 341.000 EACH| | | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0335 703-06028 9363.000 kg | | | REINFORCING BARS | | | 0336 703-06029 214538.000 kg | | | REINFORCING BARS, EPOXY COATED | | | 0337 704-51002 676.000 m3 | | | CONCRETE, C, SUPERSTRUCTURE | | | 0338 706-05732 8.000 EACH| | | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0339 706-51020 93.600 m3 | | | CONCRETE, C, RAILING | | | 0340 709-51821 LUMP| | | SURFACE SEAL STR. NO. 3 | | | 0341 711-51038 LUMP| | | STRUCTURAL STEEL STR. NO. 3 | | | 0342 715-05407 200.800 m | | | PIPE, END BENT DRAIN, 150 mm | | | 0343 724-51925 69.300 m | | | STRUCTURAL EXPANSION JOINT, SS | | | 0344 728-98377 LUMP| | | MASONRY COATING STR. NO. 3 | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COMMON BIDDABLE ITEMS (ROAD REPLACEMENT, BRIDGE REPAIR STR. NO. 4, LIGHTING, AND SIGNING) | | | 0345 202-91840 8500.000 m | 5.00000 42500.00| 5.10000 43350.00| 3.70000 31450.00 FENCE, CHAIN LINK, REMOVE | | | 0346 205-02236 11.000 EACH| 51.00000 561.00| 53.00000 583.00| 50.00000 550.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0347 501-06727 LUMP| 9721.27000 9721.27| 5100.00000 5100.00| 20000.00000 20000.00 CORING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0348 602-06032 793.000 m | 139.74000 110813.82| 168.00000 133224.00| 148.59000 117831.87 BARRIER, MEDIAN, CONCRETE | | | 0349 615-06490 9.000 EACH| 132.60000 1193.40| 134.00000 1206.00| 110.00000 990.00 RIGHT OF WAY MARKER | | | 0350 703-06028 3520.000 kg | 1.76000 6195.20| 1.30000 4576.00| 1.32000 4646.40 REINFORCING BARS | | | 0351 706-05732 2.000 EACH| 1150.00000 2300.00| 1200.00000 2400.00| 1413.05000 2826.10 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0352 706-05734 1.000 EACH| 1150.00000 1150.00| 1200.00000 1200.00| 1413.05000 1413.05 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0353 714-01634 79.000 m | 1500.00000 118500.00| 1134.00000 89586.00| 1182.00000 93378.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0354 714-06170 6.400 m | 500.00000 3200.00| 3030.00000 19392.00| 0.01000 0.06 CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTIONS, , | | | 3600 mm X 2400 mm | | | 0355 715-06802 4.000 EACH| 921.00000 3684.00| 440.00000 1760.00| 250.00000 1000.00 CONCRETE ANCHOR, MIN. AREA 1.68 m2 | | | 0356 720-03481 2.000 EACH| 7500.00000 15000.00| 4865.00000 9730.00| 4100.00000 8200.00 MANHOLE, H4, MODIFIED | | | 0357 720-91973 2.000 EACH| 4700.00000 9400.00| 1120.00000 2240.00| 2400.00000 4800.00 MANHOLE, H4 | | | 0358 802-06402 4.000 EACH| 23358.00000 93432.00| 20000.00000 80000.00| 19100.00000 76400.00 DYNAMIC MESSAGE SIGN , PORTABLE | | | 0359 802-06402 4.000 EACH| 4054.50000 16218.00| 4000.00000 16000.00| 3825.00000 15300.00 DYNAMIC MESSAGE SIGN , PORTABLE. ARIES | | | FIELD PROCESSOR | | | 0360 804-06771 265.000 EACH| 17.34000 4595.10| 18.00000 4770.00| 27.00000 7155.00 DELINEATOR POST, FLEXIBLE | | | 0361 808-75510 488.300 m | 20.40000 9961.32| 25.00000 12207.50| 21.00000 10254.30 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0362 601-06854 1.000 EACH| 1581.00000 1581.00| 1600.00000 1600.00| 1475.00000 1475.00 GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 450,006.11| $ 428,924.50| $ 397,669.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 NEW BRIDGE - STR NO 2 CONCRETE ALTERNATE ALT AA1 | | | 0363 701-06011 3.000 EACH| | | DYNAMIC PILE LOAD TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0364 701-06012 3.000 EACH| | | TEST PILE, RESTRIKE | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 NEW BRIDGE - STR NO 1 CONCRETE ALTERNATE ALT AB1 | | | 0365 701-06011 3.000 EACH| | | DYNAMIC PILE LOAD TEST | | | 0366 701-06012 3.000 EACH| | | TEST PILE, RESTRIKE | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 NEW BRIDGE - STR NO 2 STEEL ALTERNATE ALT AA2 | | | 0367 701-06011 3.000 EACH| 5500.00000 16500.00| 4000.00000 12000.00| 982.62000 2947.86 DYNAMIC PILE LOAD TEST | | | 0368 701-06012 3.000 EACH| 250.00000 750.00| 260.00000 780.00| 982.62000 2947.86 TEST PILE, RESTRIKE | | | SECTION TOTALS | $ 17,250.00| $ 12,780.00| $ 5,895.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 NEW BRIDGE - STR NO 1 STEEL ALTERNATE ALT AB2 | | | 0369 701-06011 3.000 EACH| 5500.00000 16500.00| 4000.00000 12000.00| 982.62000 2947.86 DYNAMIC PILE LOAD TEST | | | 0370 701-06012 3.000 EACH| 250.00000 750.00| 260.00000 780.00| 982.62000 2947.86 TEST PILE, RESTRIKE | | | SECTION TOTALS | $ 17,250.00| $ 12,780.00| $ 5,895.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COMMON BIDDABLE ITEMS (ROAD REPLACEMENT, BRIDGE REPAIR STR. NO. 4, LIGHTING, AND SIGNING) | | | 0371 105-06904 30.000 EACH| 8.90000 267.00| 171.00000 5130.00| 113.00000 3390.00 PHONE(SUPERVISOR) , NEXTEL | | | 0372 105-06905 30.000 EACH| 8.90000 267.00| 130.00000 3900.00| 76.00000 2280.00 PHONE(INSPECTOR) , NEXTEL | | | 0373 105-06906 270.000 MOS | 8.33000 2249.10| 100.00000 27000.00| 89.00000 24030.00 CELLULAR SERVICE(SUPERVISOR) , NEXTEL | | | 0374 105-06907 270.000 MOS | 10.71000 2891.70| 76.00000 20520.00| 69.50000 18765.00 CELLULAR SERVICE(INSPECTOR) , NEXTEL | | | 0375 105-06908 108.000 MOS | 4.76000 514.08| 44.00000 4752.00| 49.30000 5324.40 RADIO SERVICE , NEXTEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 99-9994787 |(3) 99-9990053 |E & B PAVING, INC. |RIETH RILEY/GRADEX INC. J/V |BERNS/WEDDLE JOINT VENTURE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0377 801-06909 12500.000 h | 15.00000 187500.00| 20.00000 250000.00| 0.01000 125.00 PATROLLER , POLICE | | | 0378 801-06808 4752.000 h | 50.00000 237600.00| 48.00000 228096.00| 50.00000 237600.00 TRUCK, TOW | | | SECTION TOTALS | $ 431,288.88| $ 539,398.00| $ 291,514.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A = $ 36,942,451.23| A = $ 37,719,000.00| A = $ 37,999,933.81 A + B = $ 48,292,451.23 A + B = $ 48,119,000.00 A + B = $ 46,499,933.81 3RD LOW 2ND LOW LOW - AWARD ==================================================================================================================================== NUMBER OF CONTRACT DAYS/LANE CLOSURES 227 208 170 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COMMON BIDDABLE ITEMS (ROAD REPLACEMENT, BRIDGE REPAIR STR. NO. 4, LIGHTING, AND SIGNING) | | | 0001 105-01925 24.000 MOS | 2390.00000 57360.00| 2300.00000 55200.00| FIELD OFFICE, 51.1 m2 | | | 0003 105-06845 LUMP| 375000.00000 375000.00| 794000.00000 794000.00| CONSTRUCTION ENGINEERING | | | 0004 108-01614 LUMP| 3706.70000 3706.70| 9950.00000 9950.00| PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 1900000.00000 1900000.00| 2113823.10000 2113823.10| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 122000.00000 122000.00| 450000.00000 450000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 123079.000 m2 | 4.35000 535393.65| 3.20000 393852.80| PAVEMENT, REMOVE | | | 0008 202-02241 3029.800 m | 7.58000 22965.88| 16.00000 48476.80| GUARDRAIL, REMOVE | | | 0009 202-03783 13.000 EACH| 270.00000 3510.00| 245.00000 3185.00| SIGN, PANEL, REMOVE | | | 0010 202-51328 LUMP| 7387.27000 7387.27| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0011 202-51328 LUMP| 7780.01000 7780.01| 15000.00000 15000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | Structure No. 110 | | | 0012 202-60820 312.400 m2 | 12.01000 3751.92| 20.00000 6248.00| SURFACE MILLING, ASPHALT | | | 0013 202-74050 15.000 EACH| 400.00000 6000.00| 700.00000 10500.00| SIGN, OVERHEAD, REMOVE | | | 0014 202-74055 9.000 EACH| 1400.00000 12600.00| 2099.78000 18898.02| OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0015 202-74095 9.000 EACH| 660.00000 5940.00| 221.00000 1989.00| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0016 202-92607 52.000 EACH| 46.00000 2392.00| 28.00000 1456.00| SIGN POST, CHANNEL, REMOVE | | | 0017 202-93483 3.000 EACH| 160.00000 480.00| 95.00000 285.00| BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0018 202-93763 17.000 EACH| 139.00000 2363.00| 300.00000 5100.00| LIGHT STANDARD AND FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-93974 2.000 EACH| 770.00000 1540.00| 800.00000 1600.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0020 202-94793 1260.000 m | 22.00000 27720.00| 24.00000 30240.00| BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0021 202-95080 350.000 m | 17.86000 6251.00| 15.00000 5250.00| TEMPORARY CONCRETE BARRIER, REMOVE | | | 0022 202-95579 5.000 EACH| 320.00000 1600.00| 265.00000 1325.00| SERVICE POINT, REMOVE | | | 0023 202-96070 9.000 EACH| 1400.00000 12600.00| 2500.00000 22500.00| HIGH MAST TOWER, REMOVE | | | 0024 202-96151 LUMP| 505.00000 505.00| 1250.00000 1250.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0026 203-02000 176913.000 m3 | 7.50000 1326847.50| 8.00000 1415304.00| EXCAVATION, COMMON | | | 0027 203-02070 38184.000 m3 | 10.00000 381840.00| 15.00000 572760.00| BORROW | | | 0028 205-02224 256.000 m | 5.56000 1423.36| 5.50000 1408.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0029 205-02231 3096.720 m | 21.32000 66022.07| 11.13000 34466.49| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0030 205-02233 350.100 m3 | 8.25000 2888.33| 29.43000 10303.44| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0031 205-02234 19.000 EACH| 45.45000 863.55| 45.00000 855.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0032 206-51220 120.000 m3 | 54.31000 6517.20| 35.00000 4200.00| EXCAVATION, WET | | | 0033 206-51230 94.000 m3 | 21.45000 2016.30| 25.00000 2350.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0034 211-02050 17131.000 m3 | 14.00000 239834.00| 16.00000 274096.00| B BORROW | | | 0035 211-02060 40531.400 m3 | 16.50000 668768.10| 16.00000 648502.40| B BORROW FOR STRUCTURE BACKFILL | | | 0036 215-06458 5000.000 m3 | 10.00000 50000.00| 10.00000 50000.00| SUBGRADE, MODIFIED | | | 0037 303-52308 85178.700 Mg | 10.25000 873081.68| 11.66000 993183.64| COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 303-52308 73000.000 Mg | 7.50000 547500.00| 8.59000 627070.00| COMPACTED AGGREGATE, O, 53 , RECYCLED | | | 0039 304-06464 44832.900 m3 | 41.90000 1878498.51| 40.00000 1793316.00| SUBBASE FOR PCCP | | | 0040 305-05204 46.800 Mg | 110.00000 5148.00| 145.00000 6786.00| HMA FOR PATCHING | | | 0041 401-05437 3068.000 Mg | 29.00000 88972.00| 32.00000 98176.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0042 401-05455 998.000 Mg | 32.00000 31936.00| 35.00000 34930.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0043 401-05456 468.000 Mg | 60.00000 28080.00| 63.00000 29484.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0044 401-05459 40.700 Mg | 90.00000 3663.00| 100.00000 4070.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0045 401-05464 11.500 Mg | 230.00000 2645.00| 260.00000 2990.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0046 405-05517 1.600 Mg | 480.00000 768.00| 500.00000 800.00| ASPHALT FOR PRIME COAT | | | 0047 406-05520 10.100 Mg | 200.00000 2020.00| 300.00000 3030.00| ASPHALT FOR TACK COAT | | | 0048 501-05240 36258.300 m | 17.93000 650111.32| 22.00000 797682.60| CONTRACTION JOINT, D1 | | | 0049 501-06266 LUMP| 15150.00000 15150.00| 10000.00000 10000.00| PROFILOGRAPH, PCCP | | | 0050 501-06325 127147.500 m2 | 32.56000 4139922.60| 42.00000 5340195.00| QC/QA PCCP, 350 mm | | | 0051 501-06665 72273.300 m2 | 32.56000 2353218.65| 37.00000 2674112.10| QC/QA PCCP, 350 mm FOR SHOULDER | | | 0052 501-06698 2473.200 m2 | 55.79000 137979.83| 63.00000 155811.60| QC/QA PCCP, REINFORCED, 350 mm FOR | | | SHOULDER | | | 0053 503-03489 120.000 EACH| 12.12000 1454.40| 25.00000 3000.00| RETROFITTED TIE BARS | | | 0054 503-05310 105.700 m | 297.76000 31473.23| 325.00000 34352.50| TERMINAL JOINT | | | 0055 601-01115 15.240 m | 86.86000 1323.75| 90.00000 1371.60| GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0056 601-01522 4.000 EACH| 1161.50000 4646.00| 1150.00000 4600.00| GUARDRAIL TRANSITION TYPE TGB | | | 0057 601-04746 9.000 EACH| 5633.47000 50701.23| 5180.00000 46620.00| ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 601-06228 1.000 EACH| 57368.00000 57368.00| 62500.00000 62500.00| IMPACT ATTENUATOR, CR, W1, TL-3, 110 | | | km/h | | | 0059 601-06238 1.000 EACH| 30805.00000 30805.00| 32500.00000 32500.00| IMPACT ATTENUATOR, R1, W1, TL-3, 110 | | | km/h | | | 0060 601-06246 17.000 EACH| 29290.00000 497930.00| 31000.00000 527000.00| IMPACT ATTENUATOR, R2, W1, TL-3, 110 | | | km/h | | | 0062 601-06421 1.000 EACH| 13534.00000 13534.00| 13500.00000 13500.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, 110 km/h | | | 0063 601-06454 5.000 EACH| 13534.00000 67670.00| 13500.00000 67500.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, 110 km/h | | | 0064 601-94689 25.000 EACH| 3181.50000 79537.50| 3150.00000 78750.00| GUARDRAIL END TREATMENT, OS | | | 0065 601-94690 2.000 EACH| 3181.50000 6363.00| 3150.00000 6300.00| GUARDRAIL END TREATMENT, MS | | | 0066 601-97774 10.000 EACH| 1944.25000 19442.50| 2050.00000 20500.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0067 601-97803 2.000 EACH| 1944.25000 3888.50| 2050.00000 4100.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0068 601-99105 4735.590 m | 31.92000 151160.03| 31.00000 146803.29| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0069 601-99106 26.664 m | 56.55000 1507.85| 72.00000 1919.81| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0070 601-99108 200.025 m | 51.11000 10223.28| 50.00000 10001.25| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0071 601-99123 3.000 EACH| 1994.75000 5984.25| 1850.00000 5550.00| GUARDRAIL TRANSITION, GP | | | 0072 602-01598 2896.600 m | 212.14000 614484.72| 120.00000 347592.00| BARRIER, MEDIAN, CONCRETE, 1170 mm | | | 0073 602-02476 346.000 m | 196.33000 67930.18| 180.00000 62280.00| BARRIER, CONCRETE, MODIFIED TYPE I | | | 0074 602-02476 373.000 m | 241.58000 90109.34| 170.00000 63410.00| BARRIER, CONCRETE, MODIFIED TYPE II | | | 0075 602-02476 207.000 m | 203.43000 42110.01| 260.00000 53820.00| BARRIER, CONCRETE, MODIFIED TYPE III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 602-06639 1046.200 m | 75.00000 78465.00| 90.00000 94158.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0077 602-06646 5127.000 m | 45.00000 230715.00| 75.00000 384525.00| TEMPORARY CONCRETE BARRIER | | | 0078 602-06729 711.000 EACH| 6.82000 4849.02| 9.00000 6399.00| BARRIER DELINEATOR | | | 0079 603-06040 5145.000 m | 12.93000 66524.85| 11.50000 59167.50| FENCE, FARM FIELD, 1190 mm | | | 0080 603-06045 1320.000 m | 33.84000 44668.80| 25.50000 33660.00| FENCE, CHAIN LINK, 1220 mm | | | 0081 610-05527 7451.000 Mg | 33.00000 245883.00| 36.00000 268236.00| HMA FOR APPROACHES | | | 0082 611-52817 4.000 EACH| 10000.00000 40000.00| 95000.00000 380000.00| TEMPORARY CROSSOVER, B | | | 0083 611-91761 2.000 EACH| 10000.00000 20000.00| 45000.00000 90000.00| TEMPORARY CROSSOVER, A | | | 0084 615-06505 4.000 EACH| 373.70000 1494.80| 370.00000 1480.00| MONUMENT, B | | | 0085 615-06510 20.000 EACH| 252.50000 5050.00| 250.00000 5000.00| MONUMENT, C | | | 0086 615-06515 52.000 EACH| 101.00000 5252.00| 100.00000 5200.00| MONUMENT, D | | | 0087 615-06527 2.000 EACH| 312.09000 624.18| 326.24000 652.48| MONUMENT, SECTION CORNER | | | 0088 616-02320 1000.000 m2 | 1.60000 1600.00| 3.40000 3400.00| GEOTEXTILES | | | 0089 616-06405 147.100 Mg | 24.00000 3530.40| 135.00000 19858.50| RIPRAP, REVETMENT | | | 0090 617-04488 480.400 m2 | 7.50000 3603.00| 56.00000 26902.40| GEOGRID, SUBGRADE | | | 0091 621-01004 2.000 EACH| 707.00000 1414.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0092 621-06545 25.100 Mg | 666.60000 16731.66| 660.00000 16566.00| FERTILIZER | | | 0093 621-06554 4605.000 kg | 2.10000 9670.50| 2.08000 9578.40| SEED MIXTURE, U | | | 0094 621-06557 2300.000 kg | 0.56000 1288.00| 0.55000 1265.00| SEED MIXTURE, T | | | 0095 621-06565 126.000 Mg | 555.50000 69993.00| 550.00000 69300.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 621-06574 924.000 m2 | 3.43000 3169.32| 3.40000 3141.60| SODDING | | | 0097 702-51005 32.300 m3 | 578.46000 18684.26| 800.00000 25840.00| CONCRETE, A, SUBSTRUCTURE | | | 0098 702-51015 16.500 m3 | 480.01000 7920.17| 400.00000 6600.00| CONCRETE, B, FOOTINGS | | | 0099 702-90915 177.980 m3 | 397.70000 70782.65| 700.00000 124586.00| CONCRETE, A | | | 0100 702-93722 86.910 m3 | 693.62000 60282.51| 750.00000 65182.50| CONCRETE, C | | | 0101 703-06029 1633.000 kg | 1.42000 2318.86| 3.00000 4899.00| REINFORCING BARS, EPOXY COATED | | | 0103 709-51821 LUMP| 484.80000 484.80| 480.00000 480.00| SURFACE SEAL | | | 0104 711-51878 LUMP| 40176.92000 40176.92| 30000.00000 30000.00| JACKING AND SUPPORTING GIRDERS , STR. | | | NO 4 | | | 0107 715-05019 148.600 m | 150.00000 22290.00| 411.27000 61114.72| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0109 715-05048 14718.200 m | 7.40000 108914.68| 10.27000 151155.91| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0110 715-05049 3383.100 m | 8.90000 30109.59| 7.58000 25643.90| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0111 715-05051 100.000 m | 12.18000 1218.00| 46.27000 4627.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0112 715-05053 1573.200 m | 29.79000 46865.63| 37.19000 58507.31| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0113 715-05119 23.200 m | 61.00000 1415.20| 68.73000 1594.54| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0114 715-05121 83.300 m | 85.00000 7080.50| 70.78000 5895.97| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0115 715-05123 166.600 m | 102.00000 16993.20| 88.87000 14805.74| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0116 715-05149 393.800 m | 60.00000 23628.00| 86.50000 34063.70| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0117 715-05151 1128.000 m | 61.00000 68808.00| 59.46000 67070.88| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0118 715-05152 195.000 m | 85.00000 16575.00| 81.85000 15960.75| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0119 715-05154 182.700 m | 105.00000 19183.50| 264.62000 48346.07| PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 715-05249 59.700 m | 425.00000 25372.50| 181.89000 10858.83| PIPE, TYPE 1, DEFORMED, MIN. AREA 1.68 | | | m2 | | | 0121 715-05422 92.400 m | 220.00000 20328.00| 259.07000 23938.07| PIPE, SLOTTED DRAIN, 300 mm | | | 0122 715-26772 1.000 EACH| 4300.00000 4300.00| 4969.38000 4969.38| GRATED BOX END SECTION, I, 6:1, 600 mm | | | 0123 715-46000 10.000 EACH| 180.00000 1800.00| 145.70000 1457.00| PIPE END SECTION, 300 mm | | | 0124 715-46005 33.000 EACH| 200.00000 6600.00| 158.70000 5237.10| PIPE END SECTION, 375 mm | | | 0125 715-46010 10.000 EACH| 225.00000 2250.00| 176.70000 1767.00| PIPE END SECTION, 450 mm | | | 0126 715-46020 14.000 EACH| 320.00000 4480.00| 257.04000 3598.56| PIPE END SECTION, 600 mm | | | 0127 715-46040 4.000 EACH| 625.00000 2500.00| 484.05000 1936.20| PIPE END SECTION, 900 mm | | | 0128 715-97403 4.000 EACH| 2900.00000 11600.00| 3200.00000 12800.00| GRATED BOX END SECTION, I, 6:1, 375 mm | | | 0129 715-97557 2.000 EACH| 2900.00000 5800.00| 3300.00000 6600.00| GRATED BOX END SECTION, I, 6:1, 450 mm | | | 0130 718-06528 143.000 EACH| 429.25000 61382.75| 500.00000 71500.00| OUTLET PROTECTOR, 1 | | | 0131 718-06532 2000.000 m | 2.66000 5320.00| 3.28000 6560.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0132 718-52610 4207.000 m3 | 31.31000 131721.17| 40.00000 168280.00| AGGREGATE FOR UNDERDRAINS | | | 0133 718-99153 32929.000 m2 | 1.37000 45112.73| 2.00000 65858.00| GEOTEXTILES FOR UNDERDRAIN | | | 0135 720-45025 4.000 EACH| 950.00000 3800.00| 1200.00000 4800.00| INLET, D6 | | | 0136 720-45041 18.000 EACH| 1700.00000 30600.00| 3500.00000 63000.00| INLET, H5 | | | 0137 720-45070 11.000 EACH| 1000.00000 11000.00| 3000.00000 33000.00| INLET, P12A | | | 0138 720-94906 16.000 EACH| 950.00000 15200.00| 1800.00000 28800.00| INLET, X5 | | | 0139 731-93945 9455.000 m2 | 98.00000 926590.00| 80.00000 756400.00| FACE PANELS, CONCRETE | | | 0140 731-93946 9455.000 m2 | 98.00000 926590.00| 40.00000 378200.00| WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 731-93947 785.000 m | 60.00000 47100.00| 140.00000 109900.00| LEVELING PAD, CONCRETE | | | 0142 801-04308 4.000 EACH| 1616.00000 6464.00| 333.00000 1332.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0143 801-06198 540.000 DAY | 338.35000 182709.00| 335.00000 180900.00| PATROLLER | | | 0144 801-06207 43985.900 m | 3.01000 132397.56| 2.70000 118761.93| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0145 801-06469 5599.500 m | 6.02000 33708.99| 5.45000 30517.28| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0146 801-06605 6.000 EACH| 95.95000 575.70| 125.00000 750.00| BARRICADE, IIIA | | | 0147 801-06606 24.000 EACH| 101.00000 2424.00| 125.00000 3000.00| BARRICADE, IIIB | | | 0148 801-06625 17.000 EACH| 106.05000 1802.85| 130.00000 2210.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0149 801-06640 95.000 EACH| 111.10000 10554.50| 100.00000 9500.00| CONSTRUCTION SIGN, A | | | 0150 801-06645 22.000 EACH| 30.30000 666.60| 40.00000 880.00| CONSTRUCTION SIGN, B | | | 0151 801-06710 2070.000 DAY | 14.65000 30325.50| 12.50000 25875.00| FLASHING ARROW SIGN | | | 0152 801-06775 LUMP| 187000.00000 187000.00| 308176.40000 308176.40| MAINTAINING TRAFFIC | | | 0153 801-97643 1296.000 m | 15.15000 19634.40| 16.25000 21060.00| TEMPORARY BUZZ STRIPS | | | 0154 802-02293 249.000 m3 | 520.00000 129480.00| 405.00000 100845.00| CONCRETE, SIGN FOUNDATION | | | 0155 802-04314 3.000 EACH| 640.00000 1920.00| 550.00000 1650.00| SIGN CIRCUIT INSTALLATION, 3 LUMINAIRES | | | 0156 802-04893 12.000 EACH| 110.00000 1320.00| 145.00000 1740.00| REFERENCE POST | | | 0157 802-05701 21.000 m | 34.00000 714.00| 30.00000 630.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0158 802-05702 320.000 m | 29.00000 9280.00| 28.00000 8960.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0159 802-05706 34.000 m | 34.90000 1186.60| 30.00000 1020.00| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 802-76015 887.000 m2 | 144.00000 127728.00| 160.00000 141920.00| SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0161 802-76025 0.600 m2 | 130.00000 78.00| 220.00000 132.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0162 802-76035 58.000 m2 | 148.00000 8584.00| 155.00000 8990.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0163 802-76045 17.000 m2 | 172.00000 2924.00| 175.00000 2975.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0164 802-76095 1075.000 kg | 5.00000 5375.00| 5.00000 5375.00| STRUCTURAL STEEL, BREAKAWAY | | | 0165 803-02310 7873.000 kg | 0.95000 7479.35| 1.20000 9447.60| REINFORCING STEEL, SIGN FOUNDATION | | | 0166 803-03126 1.000 EACH| 750.00000 750.00| 780.00000 780.00| OVERHEAD SIGN, RELOCATE | | | 0167 803-76110 16.000 EACH| 26000.00000 416000.00| 26140.00000 418240.00| SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0168 803-76140 1.000 EACH| 18000.00000 18000.00| 11522.00000 11522.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0169 803-76170 167.000 m | 460.00000 76820.00| 405.00000 67635.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0170 803-76175 5.000 m | 525.00000 2625.00| 420.00000 2100.00| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY(CANTILEVER) | | | 0172 805-06592 190.000 m | 46.00000 8740.00| 32.80000 6232.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0173 805-86805 2.000 EACH| 1850.00000 3700.00| 1180.00000 2360.00| SERVICE POINT, I | | | 0174 805-86810 5.000 EACH| 2500.00000 12500.00| 2250.00000 11250.00| SERVICE POINT, II | | | 0175 805-86889 860.000 m | 0.92000 791.20| 1.45000 1247.00| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0176 805-86920 96.000 EACH| 13.50000 1296.00| 9.00000 864.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0177 805-86925 8.000 EACH| 15.77000 126.16| 28.50000 228.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 805-86930 73.000 EACH| 12.50000 912.50| 8.58000 626.34| INSULATING LINK, NOT WATERPROOFED | | | 0179 805-86935 16.000 EACH| 15.38000 246.08| 28.50000 456.00| INSULATING LINK, WATERPROOFED | | | 0180 805-86955 24.000 EACH| 110.00000 2640.00| 50.00000 1200.00| CABLE DUCT MARKER | | | 0181 805-98335 7500.000 m | 12.70000 95250.00| 13.50000 101250.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0182 805-98336 190.000 m | 20.50000 3895.00| 15.00000 2850.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0183 807-04309 1.000 EACH| 2194.23000 2194.23| 2195.00000 2195.00| PORTABLE TOWER LIGHTING, DRIVE SYSTEM | | | 0184 807-04779 24.000 EACH| 785.00000 18840.00| 600.00000 14400.00| CONCRETE FOUNDATION WITH GROUNDING , | | | 760 mm X 760 mm X 2450 mm | | | 0185 807-04866 2.000 EACH| 2800.00000 5600.00| 1322.00000 2644.00| LUMINAIRE , UNDERPASS CIRCUIT | | | INSTALLATION, 5 LUMINAIRES | | | 0186 807-78590 4.000 EACH| 515.00000 2060.00| 580.00000 2320.00| HANDHOLE | | | 0187 807-82001 1.000 EACH| 550.00000 550.00| 521.00000 521.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 2 | | | LUMINAIRES | | | 0188 807-82003 1.000 EACH| 650.00000 650.00| 699.00000 699.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0189 807-82004 7.000 EACH| 785.00000 5495.00| 939.00000 6573.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0190 807-82005 2.000 EACH| 975.00000 1950.00| 1090.00000 2180.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0191 807-82006 1.000 EACH| 975.00000 975.00| 1202.00000 1202.00| SIGN CIRCUIT INSTALLATION, BOX TRUSS, 7 | | | LUMINAIRES | | | 0192 807-82016 2.000 EACH| 525.00000 1050.00| 358.00000 716.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0193 807-82400 9.000 EACH| 15000.00000 135000.00| 15890.00000 143010.00| LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 807-84762 2.000 EACH| 975.00000 1950.00| 1020.00000 2040.00| LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0195 807-84814 22.000 EACH| 1050.00000 23100.00| 1088.00000 23936.00| LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0196 807-86620 24.000 EACH| 185.00000 4440.00| 198.00000 4752.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0197 807-86665 54.000 EACH| 525.00000 28350.00| 555.00000 29970.00| LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0198 807-86750 10.000 EACH| 390.00000 3900.00| 385.00000 3850.00| LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0199 807-86790 73.000 EACH| 320.00000 23360.00| 395.00000 28835.00| LUMINAIRE,SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0200 807-86830 9.000 EACH| 6075.00000 54675.00| 4720.00000 42480.00| CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0201 807-86910 41.000 EACH| 30.00000 1230.00| 28.00000 1148.00| CONNECTOR KIT, UNFUSED | | | 0202 807-86915 58.000 EACH| 31.00000 1798.00| 28.00000 1624.00| CONNECTOR KIT, FUSED | | | 0203 807-86950 51.000 EACH| 29.00000 1479.00| 25.00000 1275.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0204 808-06713 13626.800 m | 0.15000 2044.02| 0.13000 1771.48| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0205 808-06714 17856.000 m | 0.15000 2678.40| 0.13000 2321.28| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0206 808-06716 18682.500 m | 1.11000 20737.58| 0.80000 14946.00| LINE, REMOVE | | | 0207 808-75053 2291.600 m | 6.76000 15491.22| 7.00000 16041.20| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0208 808-75061 18829.000 m | 4.18000 78705.22| 4.50000 84730.50| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0209 808-75245 291.500 m | 0.45000 131.18| 1.50000 437.25| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -34 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0211 808-75996 1138.000 EACH| 5.05000 5746.90| 4.34000 4938.92| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0212 808-75998 1283.000 EACH| 20.96000 26891.68| 19.80000 25403.40| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 24,201,609.77| $ 27,248,153.03| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 NEW BRIDGE - STR NO 2 CONCRETE ALTERNATE ALT AA1 | | | 0214 206-51230 624.000 m3 | 19.00000 11856.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0215 211-02060 381.000 m3 | 29.00000 11049.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0216 304-06464 23.000 m3 | 95.00000 2185.00| | SUBBASE FOR PCCP | | | 0217 602-06729 70.000 EACH| 13.00000 910.00| | BARRIER DELINEATOR | | | 0218 610-06262 154.000 m2 | 72.00000 11088.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0219 701-91792 274.000 EACH| 80.00000 21920.00| | PILE TIP, STEEL H | | | 0220 701-95782 3605.000 m | 85.50000 308227.50| | PILE, STEEL H, HP 310 X 125 | | | 0221 702-51005 685.000 m3 | 855.00000 585675.00| | CONCRETE, A, SUBSTRUCTURE | | | 0222 703-03622 160.000 EACH| 19.00000 3040.00| | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0223 703-06029 711566.000 kg | 1.28000 910804.48| | REINFORCING BARS, EPOXY COATED | | | 0224 704-51006 3199.000 m3 | 950.00000 3039050.00| | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0225 706-51020 321.500 m3 | 304.00000 97736.00| | CONCRETE, C, RAILING | | | 0226 707-01065 LUMP| 878750.00000 878750.00| | POST-TENSIONING , STR. NO. 2 | | | 0227 709-51821 LUMP| 53000.00000 53000.00| | SURFACE SEAL , STR. NO. 2 | | | 0228 724-51925 24.000 m | 295.00000 7080.00| | STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -35 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 724-51927 12.000 m | 2325.00000 27900.00| | EXPANSION JOINT, M | | | 0230 726-03784 8.000 EACH| 11300.00000 90400.00| | BEARING ASSEMBLY, POT, PB1 | | | 0231 728-98377 LUMP| 18000.00000 18000.00| | MASONRY COATING , STR. NO. 2 | | | SECTION TOTALS | $ 6,078,670.98| $ | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 NEW BRIDGE - STR NO 1 CONCRETE ALTERNATE ALT AB1 | | | 0232 206-51230 616.000 m3 | | | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0233 211-02060 418.000 m3 | | | B BORROW FOR STRUCTURE BACKFILL | | | 0234 304-06464 30.000 m3 | | | SUBBASE FOR PCCP | | | 0235 602-06729 50.000 EACH| | | BARRIER DELINEATOR | | | 0236 610-06262 198.000 m2 | | | REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0237 701-91792 219.000 EACH| | | PILE TIP, STEEL H | | | 0238 701-95782 2956.000 m | | | PILE, STEEL H, HP 310 X 125 | | | 0239 702-51005 504.000 m3 | | | CONCRETE, A, SUBSTRUCTURE | | | 0240 703-03622 173.000 EACH| | | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0241 703-06029 566021.000 kg | | | REINFORCING BARS, EPOXY COATED | | | 0242 704-51006 2280.000 m3 | | | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0243 706-51020 175.400 m3 | | | CONCRETE, C, RAILING | | | 0244 707-01065 LUMP| | | POST-TENSIONING STR. NO. 1 | | | 0245 709-51821 LUMP| | | SURFACE SEAL STR. NO.1 | | | 0246 724-51925 26.000 m | | | STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -36 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0247 724-51927 12.000 m | | | EXPANSION JOINT, M | | | 0248 726-03784 8.000 EACH| | | BEARING ASSEMBLY, POT, PB1 | | | 0249 728-98377 LUMP| | | MASONRY COATING STR. NO. 1 | | | SECTION TOTALS | $ | $ | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 BRIDGE REPLACEMENT - STR NO 3 CONCRETE ALTERNATE ALT AC1 | | | 0250 202-51330 LUMP| 500000.00000 500000.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0251 206-51230 548.200 m3 | 10.00000 5482.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0252 211-02060 226.600 m3 | 29.00000 6571.40| | B BORROW FOR STRUCTURE BACKFILL | | | 0253 211-06467 175.000 m3 | 45.00000 7875.00| | AGGREGATE FOR END BENT BACKFILL | | | 0254 304-06464 103.000 m3 | 95.00000 9785.00| | SUBBASE FOR PCCP | | | 0255 602-06729 28.000 EACH| 13.00000 364.00| | BARRIER DELINEATOR | | | 0256 610-06262 582.700 m2 | 71.25000 41517.38| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0257 616-02320 438.000 m2 | 4.00000 1752.00| | GEOTEXTILES | | | 0258 616-06405 78.000 Mg | 65.00000 5070.00| | RIPRAP, REVETMENT | | | 0259 616-51367 1076.000 m2 | 35.15000 37821.40| | SLOPEWALL, CONCRETE, 100 mm | | | 0260 621-06574 2242.000 m2 | 3.60000 8071.20| | SODDING | | | 0261 701-01849 2258.000 m | 85.00000 191930.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0262 702-51005 556.700 m3 | 712.50000 396648.75| | CONCRETE, A, SUBSTRUCTURE | | | 0263 702-51015 321.600 m3 | 712.50000 229140.00| | CONCRETE, B, FOOTINGS | | | 0264 702-51100 397.000 kg | 12.00000 4764.00| | DRAIN PIPE, CAST IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -37 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 702-51110 1640.000 kg | 3.25000 5330.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0266 703-03622 341.000 EACH| 19.00000 6479.00| | TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0267 703-06028 9222.000 kg | 1.08000 9959.76| | REINFORCING BARS | | | 0268 703-06029 186595.000 kg | 1.14000 212718.30| | REINFORCING BARS, EPOXY COATED | | | 0269 704-51002 758.700 m3 | 475.00000 360382.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0270 706-05732 8.000 EACH| 1282.00000 10256.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0271 706-51020 94.300 m3 | 356.00000 33570.80| | CONCRETE, C, RAILING | | | 0272 707-06846 1538.900 m | 570.00000 877173.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1067 mm | | | 0273 709-51821 LUMP| 18900.00000 18900.00| | SURFACE SEAL STR. NO. 3 | | | 0274 715-05407 200.800 m | 14.00000 2811.20| | PIPE, END BENT DRAIN, 150 mm | | | 0275 724-51925 69.300 m | 280.00000 19404.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0276 728-98377 LUMP| 11500.00000 11500.00| | MASONRY COATING STR. NO. 3 | | | SECTION TOTALS | $ 3,015,276.69| $ | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 NEW BRIDGE - STR NO 2 STEEL ALTERNATE ALT AA2 | | | 0277 206-51230 996.000 m3 | | 18.00000 17928.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0278 211-02060 325.000 m3 | | 75.00000 24375.00| B BORROW FOR STRUCTURE BACKFILL | | | 0279 304-06464 56.000 m3 | | 90.00000 5040.00| SUBBASE FOR PCCP | | | 0280 602-06729 72.000 EACH| | 9.00000 648.00| BARRIER DELINEATOR | | | 0281 610-06262 160.800 m2 | | 75.00000 12060.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -38 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0282 701-91792 275.000 EACH| | 128.05000 35213.75| PILE TIP, STEEL H | | | 0283 701-95782 3285.000 m | | 120.67000 396400.95| PILE, STEEL H, HP 310 X 125 | | | 0284 702-51005 1016.600 m3 | | 600.00000 609960.00| CONCRETE, A, SUBSTRUCTURE | | | 0285 702-51015 662.200 m3 | | 300.00000 198660.00| CONCRETE, B, FOOTINGS | | | 0286 703-03622 120.000 EACH| | 25.00000 3000.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0287 703-06028 3268.000 kg | | 0.89000 2908.52| REINFORCING BARS | | | 0288 703-06029 462816.000 kg | | 1.00000 462816.00| REINFORCING BARS, EPOXY COATED | | | 0289 704-51002 1330.800 m3 | | 700.00000 931560.00| CONCRETE, C, SUPERSTRUCTURE | | | 0290 706-51020 323.100 m3 | | 695.00000 224554.50| CONCRETE, C, RAILING | | | 0291 709-51821 LUMP| | 39800.00000 39800.00| SURFACE SEAL STR. NO. 2 | | | 0292 711-51038 LUMP| | 3428248.00000 3428248.00| STRUCTURAL STEEL STR. NO. 2 | | | 0293 724-51925 24.000 m | | 319.06000 7657.44| STRUCTURAL EXPANSION JOINT, SS | | | 0294 724-51927 24.000 m | | 2509.50000 60228.00| EXPANSION JOINT, M | | | 0295 726-58789 28.000 EACH| | 552.33000 15465.24| BEARING ASSEMBLY, ELASTOMERIC, II | | | 0296 726-99095 16.000 EACH| | 477.33000 7637.28| BEARING ASSEMBLY, ELASTOMERIC, I | | | 0297 728-98377 LUMP| | 30660.00000 30660.00| MASONRY COATING STR. NO. 2 | | | SECTION TOTALS | $ | $ 6,514,820.68| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 NEW BRIDGE - STR NO 1 STEEL ALTERNATE ALT AB2 | | | 0298 206-51230 650.000 m3 | 19.00000 12350.00| 18.00000 11700.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0299 211-02060 231.000 m3 | 29.00000 6699.00| 80.00000 18480.00| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -39 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 304-06464 35.000 m3 | 95.00000 3325.00| 86.00000 3010.00| SUBBASE FOR PCCP | | | 0301 602-06729 55.000 EACH| 13.00000 715.00| 9.00000 495.00| BARRIER DELINEATOR | | | 0302 610-06262 202.700 m2 | 75.00000 15202.50| 75.00000 15202.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0303 701-91792 182.000 EACH| 85.00000 15470.00| 219.00000 39858.00| PILE TIP, STEEL H | | | 0304 701-95782 2259.000 m | 85.50000 193144.50| 125.07000 282533.13| PILE, STEEL H, HP 310 X 125 | | | 0305 702-51005 737.400 m3 | 760.00000 560424.00| 560.00000 412944.00| CONCRETE, A, SUBSTRUCTURE | | | 0306 702-51015 412.200 m3 | 760.00000 313272.00| 310.00000 127782.00| CONCRETE, B, FOOTINGS | | | 0307 703-03622 120.000 EACH| 21.00000 2520.00| 25.00000 3000.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0308 703-06028 3911.000 kg | 1.05000 4106.55| 0.89000 3480.79| REINFORCING BARS | | | 0309 703-06029 289202.000 kg | 1.18000 341258.36| 1.00000 289202.00| REINFORCING BARS, EPOXY COATED | | | 0310 704-51002 911.800 m3 | 475.00000 433105.00| 725.00000 661055.00| CONCRETE, C, SUPERSTRUCTURE | | | 0311 706-51020 175.700 m3 | 380.00000 66766.00| 680.00000 119476.00| CONCRETE, C, RAILING | | | 0312 709-51821 LUMP| 26900.00000 26900.00| 26630.00000 26630.00| SURFACE SEAL STR. NO. 1 | | | 0313 711-51038 LUMP| 1865000.00000 1865000.00| 2100000.00000 2100000.00| STRUCTURAL STEEL STR. NO. 1 | | | 0314 724-51925 52.700 m | 235.00000 12384.50| 319.03000 16812.88| STRUCTURAL EXPANSION JOINT, SS | | | 0315 726-58789 28.000 EACH| 562.00000 15736.00| 552.33000 15465.24| BEARING ASSEMBLY, ELASTOMERIC, II | | | 0316 726-99095 8.000 EACH| 415.00000 3320.00| 477.33000 3818.64| BEARING ASSEMBLY, ELASTOMERIC, I | | | 0317 728-98377 LUMP| 18400.00000 18400.00| 18240.00000 18240.00| MASONRY COATING STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -40 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,910,098.41| $ 4,169,185.18| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 BRIDGE REPLACEMENT - STR NO 3 STEEL ALTERNATE ALT AC2 | | | 0318 202-51330 LUMP| | 525000.00000 525000.00| PRESENT STRUCTURE, REMOVE , STR NO 3 | | | 0319 206-51230 519.500 m3 | | 25.00000 12987.50| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0320 211-02060 197.900 m3 | | 37.00000 7322.30| B BORROW FOR STRUCTURE BACKFILL | | | 0321 211-06467 173.000 m3 | | 40.00000 6920.00| AGGREGATE FOR END BENT BACKFILL | | | 0322 304-06464 104.000 m3 | | 45.00000 4680.00| SUBBASE FOR PCCP | | | 0323 602-06729 28.000 EACH| | 9.00000 252.00| BARRIER DELINEATOR | | | 0324 610-06262 590.300 m2 | | 65.00000 38369.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0325 616-02320 438.000 m2 | | 4.00000 1752.00| GEOTEXTILES | | | 0326 616-06405 78.000 Mg | | 35.00000 2730.00| RIPRAP, REVETMENT | | | 0327 616-51367 1092.000 m2 | | 63.00000 68796.00| SLOPEWALL, CONCRETE, 100 mm | | | 0328 621-06574 2242.000 m2 | | 3.40000 7622.80| SODDING | | | 0329 701-01849 2228.000 m | | 112.49000 250627.72| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0330 702-51005 499.700 m3 | | 750.00000 374775.00| CONCRETE, A, SUBSTRUCTURE | | | 0331 702-51015 321.600 m3 | | 320.00000 102912.00| CONCRETE, B, FOOTINGS | | | 0332 702-51100 328.000 kg | | 6.00000 1968.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0333 702-51110 1168.000 kg | | 5.00000 5840.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0334 703-03622 341.000 EACH| | 25.00000 8525.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -41 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0335 703-06028 9363.000 kg | | 0.89000 8333.07| REINFORCING BARS | | | 0336 703-06029 214538.000 kg | | 1.00000 214538.00| REINFORCING BARS, EPOXY COATED | | | 0337 704-51002 676.000 m3 | | 750.00000 507000.00| CONCRETE, C, SUPERSTRUCTURE | | | 0338 706-05732 8.000 EACH| | 1800.00000 14400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0339 706-51020 93.600 m3 | | 740.00000 69264.00| CONCRETE, C, RAILING | | | 0340 709-51821 LUMP| | 19600.00000 19600.00| SURFACE SEAL STR. NO. 3 | | | 0341 711-51038 LUMP| | 1200000.00000 1200000.00| STRUCTURAL STEEL STR. NO. 3 | | | 0342 715-05407 200.800 m | | 18.25000 3664.60| PIPE, END BENT DRAIN, 150 mm | | | 0343 724-51925 69.300 m | | 319.04000 22109.47| STRUCTURAL EXPANSION JOINT, SS | | | 0344 728-98377 LUMP| | 10980.00000 10980.00| MASONRY COATING STR. NO. 3 | | | SECTION TOTALS | $ | $ 3,490,968.96| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COMMON BIDDABLE ITEMS (ROAD REPLACEMENT, BRIDGE REPAIR STR. NO. 4, LIGHTING, AND SIGNING) | | | 0345 202-91840 8500.000 m | 3.74000 31790.00| 4.90000 41650.00| FENCE, CHAIN LINK, REMOVE | | | 0346 205-02236 11.000 EACH| 50.50000 555.50| 50.00000 550.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0347 501-06727 LUMP| 20200.00000 20200.00| 6050.00000 6050.00| CORING, PCCP | | | 0348 602-06032 793.000 m | 222.00000 176046.00| 115.00000 91195.00| BARRIER, MEDIAN, CONCRETE | | | 0349 615-06490 9.000 EACH| 111.10000 999.90| 130.00000 1170.00| RIGHT OF WAY MARKER | | | 0350 703-06028 3520.000 kg | 1.29000 4540.80| 0.89000 3132.80| REINFORCING BARS | | | 0351 706-05732 2.000 EACH| 2461.77000 4923.54| 1800.00000 3600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0352 706-05734 1.000 EACH| 3273.30000 3273.30| 1800.00000 1800.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -42 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414.141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0353 714-01634 79.000 m | 1100.00000 86900.00| 1122.00000 88638.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0354 714-06170 6.400 m | 3300.00000 21120.00| 639.04000 4089.86| CONCRETE CULVERT EXTENSION, PRECAST | | | REINFORCED CONCRETE BOX SECTIONS, , | | | 3600 mm X 2400 mm | | | 0355 715-06802 4.000 EACH| 1800.00000 7200.00| 1121.47000 4485.88| CONCRETE ANCHOR, MIN. AREA 1.68 m2 | | | 0356 720-03481 2.000 EACH| 1900.00000 3800.00| 7047.21000 14094.42| MANHOLE, H4, MODIFIED | | | 0357 720-91973 2.000 EACH| 1900.00000 3800.00| 3880.75000 7761.50| MANHOLE, H4 | | | 0358 802-06402 4.000 EACH| 23129.00000 92516.00| 15000.00000 60000.00| DYNAMIC MESSAGE SIGN , PORTABLE | | | 0359 802-06402 4.000 EACH| 4014.75000 16059.00| 2000.00000 8000.00| DYNAMIC MESSAGE SIGN , PORTABLE. ARIES | | | FIELD PROCESSOR | | | 0360 804-06771 265.000 EACH| 27.27000 7226.55| 17.00000 4505.00| DELINEATOR POST, FLEXIBLE | | | 0361 808-75510 488.300 m | 20.20000 9863.66| 19.50000 9521.85| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0362 601-06854 1.000 EACH| 1489.75000 1489.75| 1550.00000 1550.00| GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 492,304.00| $ 351,794.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 NEW BRIDGE - STR NO 2 CONCRETE ALTERNATE ALT AA1 | | | 0363 701-06011 3.000 EACH| 1656.70000 4970.10| | DYNAMIC PILE LOAD TEST | | | 0364 701-06012 3.000 EACH| 1104.47000 3313.41| | TEST PILE, RESTRIKE | | | SECTION TOTALS | $ 8,283.51| $ | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 NEW BRIDGE - STR NO 1 CONCRETE ALTERNATE ALT AB1 | | | 0365 701-06011 3.000 EACH| | | DYNAMIC PILE LOAD TEST | | | 0366 701-06012 3.000 EACH| | | TEST PILE, RESTRIKE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 200 -43 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 56,414,141.28 (A + B) ROUTE : I-465 CALL ORDER : 200 CONTRACT ID : R -25152-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 36-2231526 | |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ | $ | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 NEW BRIDGE - STR NO 2 STEEL ALTERNATE ALT AA2 | | | 0367 701-06011 3.000 EACH| | 4607.70000 13823.10| DYNAMIC PILE LOAD TEST | | | 0368 701-06012 3.000 EACH| | 2705.77000 8117.31| TEST PILE, RESTRIKE | | | SECTION TOTALS | $ | $ 21,940.41| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 NEW BRIDGE - STR NO 1 STEEL ALTERNATE ALT AB2 | | | 0369 701-06011 3.000 EACH| 1656.70000 4970.10| 4607.70000 13823.10| DYNAMIC PILE LOAD TEST | | | 0370 701-06012 3.000 EACH| 1104.47000 3313.41| 2705.77000 8117.31| TEST PILE, RESTRIKE | | | SECTION TOTALS | $ 8,283.51| $ 21,940.41| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COMMON BIDDABLE ITEMS (ROAD REPLACEMENT, BRIDGE REPAIR STR. NO. 4, LIGHTING, AND SIGNING) | | | 0371 105-06904 30.000 EACH| 85.00000 2550.00| 100.00000 3000.00| PHONE(SUPERVISOR) , NEXTEL | | | 0372 105-06905 30.000 EACH| 55.00000 1650.00| 75.00000 2250.00| PHONE(INSPECTOR) , NEXTEL | | | 0373 105-06906 270.000 MOS | 90.00000 24300.00| 90.00000 24300.00| CELLULAR SERVICE(SUPERVISOR) , NEXTEL | | | 0374 105-06907 270.000 MOS | 70.00000 18900.00| 70.00000 18900.00| CELLULAR SERVICE(INSPECTOR) , NEXTEL | | | 0375 105-06908 108.000 MOS | 52.00000 5616.00| 50.00000 5400.00| RADIO SERVICE , NEXTEL | | | 0377 801-06909 12500.000 h | 50.50000 631250.00| 25.00000 312500.00| PATROLLER , POLICE | | | 0378 801-06808 4752.000 h | 41.21000 195829.92| 29.67000 140991.84| TRUCK, TOW | | | SECTION TOTALS | $ 880,095.92| $ 507,341.84| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | A = $ 38,594,622.79| A = $ 42,326,144.82| A + B = $ 48,894,622.79 A + B = $ 53,776,144.82 4TH LOW 5TH LOW ==================================================================================================================================== NUMBER OF CONTRACT DAYS/LANE CLOSURES 206 229 INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : J346 CALL ORDER : 210 CONTRACT ID : R -25275-A COUNTIES : HUNTINGTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/21/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1489621 HRP CONSTRUCTION, INC. $ 5,380,929.40 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 5,665,343.17 105.2855% 3 35-1486233 GEIGER DEVELOPING INC. $ 5,798,965.47 107.7688% 4 35-1139301 E & B PAVING, INC. $ 6,560,176.09 121.9152% 5 35-1164414 KREAGER BROTHERS EXCAVATING, INC. $ 6,794,848.14 126.2764% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N058012 N058012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 2,808,354.68 100.0000% 2 35-1068009 DYER CONSTRUCTION CO $ 3,458,018.73 123.1332% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,672,158.54 130.7583% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,834,739.09 136.5475% 5 36-2231526 WALSH CONSTR CO OF ILL $ 3,876,509.09 138.0348% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1068009 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADING FOR NEW ROAD | | | 0001 105-06790 12.000 MOS | 1900.00000 22800.00| 1500.00000 18000.00| 1150.00000 13800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 75000.00000 75000.00| 60000.00000 60000.00| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 140000.00000 140000.00| 167000.00000 167000.00| 180000.00000 180000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 62800.00000 62800.00| 25000.00000 25000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 189678.000 m3 | 2.56000 485575.68| 4.55000 863034.90| 5.10000 967357.80 EXCAVATION, COMMON | | | 0006 203-02070 3778.000 m3 | 0.01000 37.78| 13.00000 49114.00| 10.80000 40802.40 BORROW | | | 0007 204-02290 13.000 EACH| 400.00000 5200.00| 300.00000 3900.00| 700.00000 9100.00 SETTLEMENT PLATE | | | 0008 205-02224 762.000 m | 5.45000 4152.90| 5.80000 4419.60| 5.45000 4152.90 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 135.000 m | 7.75000 1046.25| 7.85000 1059.75| 7.70000 1039.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 7.000 EACH| 47.00000 329.00| 47.25000 330.75| 45.00000 315.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 3.000 EACH| 51.00000 153.00| 52.50000 157.50| 50.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1068009 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02050 7140.000 m3 | 0.01000 71.40| 21.65000 154581.00| 23.00000 164220.00 B BORROW | | | 0013 211-02060 18048.000 m3 | 0.01000 180.48| 24.00000 433152.00| 21.62000 390197.76 B BORROW FOR STRUCTURE BACKFILL | | | 0014 304-06464 142.050 m3 | 26.00000 3693.30| 45.00000 6392.25| 36.00000 5113.80 SUBBASE FOR PCCP | | | 0015 402-05468 229.520 Mg | 34.00000 7803.68| 35.70000 8193.86| 38.75000 8893.90 HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 154.300 Mg | 41.00000 6326.30| 42.00000 6480.60| 42.70000 6588.61 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05475 100.580 Mg | 37.00000 3721.46| 39.00000 3922.62| 48.00000 4827.84 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0018 402-05477 70.100 Mg | 48.00000 3364.80| 49.35000 3459.44| 65.20000 4570.52 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05517 1.480 Mg | 380.00000 562.40| 394.00000 583.12| 500.00000 740.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 1.110 Mg | 402.00000 446.22| 420.00000 466.20| 860.00000 954.60 ASPHALT FOR TACK COAT | | | 0021 502-06328 826.090 m2 | 59.00000 48739.31| 50.25000 41511.02| 58.00000 47913.22 PCCP, 275 mm | | | 0022 603-97461 690.000 m | 10.00000 6900.00| 10.45000 7210.50| 9.95000 6865.50 TEMPORARY FENCE | | | 0023 605-06100 174.290 m | 67.50000 11764.58| 37.90000 6605.59| 36.00000 6274.44 CURB, INTEGRAL, C, CONCRETE | | | 0024 605-06150 89.830 m | 77.70000 6979.79| 45.90000 4123.20| 43.00000 3862.69 CURB AND GUTTER, C, CONCRETE | | | 0025 605-06275 21.600 m2 | 255.00000 5508.00| 114.00000 2462.40| 59.80000 1291.68 CENTER CURB, D, CONCRETE, MODIFIED | | | 0026 616-02320 152.000 m2 | 5.00000 760.00| 3.00000 456.00| 3.20000 486.40 GEOTEXTILES | | | 0027 616-06406 70.000 m2 | 36.00000 2520.00| 23.00000 1610.00| 32.00000 2240.00 RIPRAP, REVETMENT | | | 0028 616-06415 50.000 m2 | 68.00000 3400.00| 50.00000 2500.00| 42.00000 2100.00 RIPRAP, HAND LAID, 300 mm | | | 0029 621-01004 3.000 EACH| 810.00000 2430.00| 840.00000 2520.00| 800.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-04258 17.200 kg | 150.00000 2580.00| 152.25000 2618.70| 145.00000 2494.00 SEED MIXTURE SWITCHGRASS | | | 0031 621-06545 5.000 Mg | 600.00000 3000.00| 619.50000 3097.50| 590.00000 2950.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1068009 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06554 846.000 kg | 9.10000 7698.60| 9.55000 8079.30| 9.10000 7698.60 SEED MIXTURE, U | | | 0033 621-06557 135.600 kg | 20.00000 2712.00| 20.90000 2834.04| 19.90000 2698.44 SEED MIXTURE, T | | | 0034 621-06565 29.900 Mg | 460.00000 13754.00| 477.75000 14284.72| 455.00000 13604.50 MULCHING MATERIAL | | | 0035 621-06570 139.500 m3 | 30.00000 4185.00| 7.50000 1046.25| 20.50000 2859.75 TOP SOIL | | | 0036 621-06575 1395.000 m2 | 4.60000 6417.00| 4.78000 6668.10| 4.55000 6347.25 SODDING, NURSERY | | | 0037 622-05606 80.000 EACH| 8.20000 656.00| 8.56000 684.80| 8.15000 652.00 PLANT, AQUATIC | | | 0038 701-04732 630.000 m | 90.00000 56700.00| 46.00000 28980.00| 42.20000 26586.00 PILE CASING, 450 mm | | | 0039 703-96177 164.000 kg | 11.00000 1804.00| 5.00000 820.00| 2.35000 385.40 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0040 713-97149 1.000 EACH| 4000.00000 4000.00| 7500.00000 7500.00| 2297.48000 2297.48 TEMPORARY RAMP | | | 0041 715-04612 93.500 m | 210.00000 19635.00| 311.60000 29134.60| 242.00000 22627.00 PIPE , REINFORCED CONCRETE, II, D0.3=50,| | | 600 mm | | | 0042 715-04612 50.000 m | 74.00000 3700.00| 85.00000 4250.00| 80.00000 4000.00 PIPE REINFORCED CONCRETE, III, D0.3=65, | | | 450mm | | | 0043 715-04612 63.000 m | 75.00000 4725.00| 85.00000 5355.00| 70.00000 4410.00 PIPE REINFORCED CONCRETE, III, D0.3=75, | | | 450mm | | | 0044 715-05024 157.500 m | 140.00000 22050.00| 150.00000 23625.00| 115.00000 18112.50 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0045 715-05048 243.000 m | 25.50000 6196.50| 17.25000 4191.75| 8.00000 1944.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0046 715-05053 5.000 m | 72.00000 360.00| 210.00000 1050.00| 22.00000 110.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0047 715-05149 427.000 m | 71.00000 30317.00| 100.00000 42700.00| 127.00000 54229.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 715-05151 613.000 m | 215.00000 131795.00| 154.60000 94769.80| 146.00000 89498.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 715-05152 200.000 m | 60.00000 12000.00| 82.00000 16400.00| 69.00000 13800.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0050 715-05153 482.500 m | 245.00000 118212.50| 218.05000 105209.12| 178.00000 85885.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1068009 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05154 138.000 m | 95.00000 13110.00| 103.00000 14214.00| 76.00000 10488.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-05156 240.000 m | 115.00000 27600.00| 126.75000 30420.00| 97.00000 23280.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0053 715-05329 23.000 m | 95.00000 2185.00| 300.00000 6900.00| 137.00000 3151.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0054 715-05697 119.000 m | 125.00000 14875.00| 180.00000 21420.00| 81.00000 9639.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0055 715-05767 38.000 m | 66.00000 2508.00| 97.00000 3686.00| 79.00000 3002.00 PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | 0056 715-44240 288.900 m3 | 260.00000 75114.00| 425.00000 122782.50| 450.00000 130005.00 CONCRETE, A, STRUCTURES | | | 0057 715-46010 8.000 EACH| 250.00000 2000.00| 415.00000 3320.00| 300.00000 2400.00 PIPE END SECTION, 450 mm | | | 0058 715-46040 1.000 EACH| 720.00000 720.00| 765.00000 765.00| 745.00000 745.00 PIPE END SECTION, 900 mm | | | 0059 715-46065 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 235.00000 235.00 PIPE END SECTION, MIN. AREA .27 m2 | | | 0060 715-96669 1657.500 m | 125.00000 207187.50| 150.00000 248625.00| 124.00000 205530.00 WATER MAIN, DUCTILE IRON, 400 mm | | | 0061 715-96669 45.000 m | 960.00000 43200.00| 1000.00000 45000.00| 730.00000 32850.00 WATER MAIN, DUCTILE IRON, 400 mm IN 500 | | | mm CASING PIPE | | | 0062 716-04892 58.000 m | 1300.00000 75400.00| 1150.00000 66700.00| 1267.00000 73486.00 PIPE, JACKED , 525 mm | | | 0063 716-93857 30.000 m | 1990.00000 59700.00| 1200.00000 36000.00| 1300.00000 39000.00 PIPE, JACKED, 600 mm | | | 0064 716-96216 20.500 m | 2650.00000 54325.00| 1700.00000 34850.00| 1900.00000 38950.00 PIPE, JACKED, 900 mm | | | 0065 718-04880 1.000 EACH| 750.00000 750.00| 1575.00000 1575.00| 525.00000 525.00 OUTLET PROTECTOR, A | | | 0066 718-52610 54.900 m3 | 20.00000 1098.00| 63.00000 3458.70| 30.00000 1647.00 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 587.800 m2 | 0.60000 352.68| 2.10000 1234.38| 1.10000 646.58 GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-44000 3.000 EACH| 200.00000 600.00| 180.00000 540.00| 300.00000 900.00 CASTING, ADJUST TO GRADE | | | 0069 720-45030 2.000 EACH| 935.00000 1870.00| 850.00000 1700.00| 943.00000 1886.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1068009 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 720-45135 1.000 EACH| 945.00000 945.00| 1200.00000 1200.00| 1252.00000 1252.00 INLET, F7, MODIFIED | | | 0071 720-45250 3.000 EACH| 1575.00000 4725.00| 1545.00000 4635.00| 1500.00000 4500.00 CATCH BASIN, K10 | | | 0072 720-45410 20.000 EACH| 1420.00000 28400.00| 1925.00000 38500.00| 2315.00000 46300.00 MANHOLE, C4 | | | 0073 720-94612 1.000 EACH| 2330.00000 2330.00| 2614.00000 2614.00| 2760.00000 2760.00 MANHOLE, K4 | | | 0074 720-95422 8.000 EACH| 1900.00000 15200.00| 1575.00000 12600.00| 2210.00000 17680.00 MANHOLE, J4 | | | 0075 721-43000 1.000 EACH| 960.00000 960.00| 475.00000 475.00| 500.00000 500.00 AUTOMATIC DRAINAGE GATE, 300 mm | | | 0076 731-93945 2012.000 m2 | 160.00000 321920.00| 97.55000 196270.60| 160.50000 322926.00 FACE PANELS, CONCRETE | | | 0077 731-93946 2012.000 m2 | 80.00000 160960.00| 50.00000 100600.00| 55.00000 110660.00 WALL ERECTION | | | 0078 731-93947 269.000 m | 19.50000 5245.50| 46.00000 12374.00| 95.00000 25555.00 LEVELING PAD, CONCRETE | | | 0079 732-04836 3.000 EACH| 1250.00000 3750.00| 1490.00000 4470.00| 980.00000 2940.00 GATE VALVE AND BOX, 300 mm | | | 0080 732-04836 9.000 EACH| 3200.00000 28800.00| 2695.00000 24255.00| 1700.00000 15300.00 GATE VALVE AND BOX, 400 mm | | | 0081 732-91742 17.000 EACH| 3000.00000 51000.00| 2580.00000 43860.00| 2100.00000 35700.00 FIRE HYDRANT | | | 0082 732-96670 108.500 m | 90.00000 9765.00| 98.40000 10676.40| 95.00000 10307.50 WATER MAIN, DUCTILE IRON, 300 mm | | | 0083 801-06203 506.500 m | 0.52000 263.38| 2.79000 1413.14| 3.98000 2015.87 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0084 801-06606 8.000 EACH| 120.00000 960.00| 130.20000 1041.60| 124.00000 992.00 BARRICADE, IIIB | | | 0085 801-06640 15.000 EACH| 120.00000 1800.00| 106.05000 1590.75| 101.00000 1515.00 CONSTRUCTION SIGN, A | | | 0086 801-06775 LUMP| 138650.00000 138650.00| 4500.00000 4500.00| 6100.00000 6100.00 MAINTAINING TRAFFIC | | | 0087 802-76025 7.000 m2 | 200.00000 1400.00| 198.45000 1389.15| 107.64000 753.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0088 802-76030 1.440 m2 | 345.00000 496.80| 355.75000 512.28| 118.50000 170.64 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0089 805-01815 4.000 EACH| 5160.00000 20640.00| 1535.75000 6143.00| 1500.00000 6000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1068009 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-01842 3.000 EACH| 660.00000 1980.00| 680.00000 2040.00| 500.00000 1500.00 HANDHOLE, SIGNAL | | | 0091 805-01844 237.000 m | 26.65000 6316.05| 28.00000 6636.00| 86.11000 20408.07 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0092 805-78100 1.000 EACH| 7000.00000 7000.00| 7250.00000 7250.00| 7560.00000 7560.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0093 805-78205 6.000 EACH| 337.00000 2022.00| 349.00000 2094.00| 380.00000 2280.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0094 805-78215 1.000 EACH| 380.00000 380.00| 389.00000 389.00| 390.00000 390.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0095 805-78415 4.000 EACH| 1540.00000 6160.00| 1596.00000 6384.00| 1000.00000 4000.00 SPAN, CATENARY, AND TETHER | | | 0096 805-78420 4.000 EACH| 161.00000 644.00| 167.00000 668.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0097 805-78445 1.000 EACH| 445.00000 445.00| 463.00000 463.00| 450.00000 450.00 SIGNAL SERVICE | | | 0098 805-78467 17.000 m | 5.45000 92.65| 6.00000 102.00| 4.92000 83.64 SIGNAL CABLE, 3C 8GA. | | | 0099 805-78470 1520.000 m | 1.50000 2280.00| 1.55000 2356.00| 0.98000 1489.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0100 805-78485 90.000 m | 3.55000 319.50| 4.00000 360.00| 2.62000 235.80 SIGNAL CABLE, 5C 14GA. | | | 0101 805-78490 240.000 m | 4.10000 984.00| 4.10000 984.00| 2.95000 708.00 SIGNAL CABLE, 7C 14GA. | | | 0102 805-78510 749.000 m | 2.95000 2209.55| 3.05000 2284.45| 1.97000 1475.53 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0103 805-78785 5.000 EACH| 480.00000 2400.00| 493.00000 2465.00| 400.00000 2000.00 SIGNAL DETECTOR HOUSING | | | 0104 805-78795 460.000 m | 26.25000 12075.00| 27.00000 12420.00| 26.24000 12070.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0105 805-78925 1.000 EACH| 775.00000 775.00| 775.00000 775.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0106 805-81060 4.000 EACH| 2850.00000 11400.00| 2908.00000 11632.00| 3300.00000 13200.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0107 805-92504 5.000 EACH| 195.00000 975.00| 202.00000 1010.00| 175.00000 875.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0108 808-75051 254.600 m | 4.65000 1183.89| 3.35000 852.91| 3.15000 801.99 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1068009 |(3) 35-1035114 |ATLAS EXCAVATING, INC. |DYER CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 808-75067 11.750 m | 35.00000 411.25| 19.65000 230.89| 18.72000 219.96 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0110 808-75320 9.000 EACH| 58.00000 522.00| 63.00000 567.00| 60.00000 540.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0111 808-75998 10.000 EACH| 38.00000 380.00| 40.00000 400.00| 40.00000 400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0112 604-06367 30.000 m | 31.00000 930.00| 30.00000 900.00| 1.00000 30.00 JOINT MATERIAL | | | SECTION TOTALS | $ 2,808,354.68| $ 3,458,018.73| $ 3,672,158.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,808,354.68| $ 3,458,018.73| $ 3,672,158.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADING FOR NEW ROAD | | | 0001 105-06790 12.000 MOS | 1700.00000 20400.00| 1900.00000 22800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 250000.00000 250000.00| 279858.17000 279858.17| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 260000.00000 260000.00| 200000.00000 200000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 175500.00000 175500.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 203-02000 189678.000 m3 | 3.65000 692324.70| 5.00000 948390.00| EXCAVATION, COMMON | | | 0006 203-02070 3778.000 m3 | 15.00000 56670.00| 5.00000 18890.00| BORROW | | | 0007 204-02290 13.000 EACH| 540.00000 7020.00| 700.00000 9100.00| SETTLEMENT PLATE | | | 0008 205-02224 762.000 m | 6.50000 4953.00| 5.45000 4152.90| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 135.000 m | 9.00000 1215.00| 7.70000 1039.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 7.000 EACH| 50.00000 350.00| 45.00000 315.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 3.000 EACH| 60.00000 180.00| 50.00000 150.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 211-02050 7140.000 m3 | 6.50000 46410.00| 16.50000 117810.00| B BORROW | | | 0013 211-02060 18048.000 m3 | 25.00000 451200.00| 24.00000 433152.00| B BORROW FOR STRUCTURE BACKFILL | | | 0014 304-06464 142.050 m3 | 47.65000 6768.68| 44.23000 6282.87| SUBBASE FOR PCCP | | | 0015 402-05468 229.520 Mg | 60.85000 13966.29| 40.00000 9180.80| HMA BASE 25.0 mm, MAINLINE | | | 0016 402-05474 154.300 Mg | 81.50000 12575.45| 45.00000 6943.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05475 100.580 Mg | 111.00000 11164.38| 50.00000 5029.00| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0018 402-05477 70.100 Mg | 87.00000 6098.70| 70.00000 4907.00| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 405-05517 1.480 Mg | 644.00000 953.12| 500.00000 740.00| ASPHALT FOR PRIME COAT | | | 0020 406-05520 1.110 Mg | 1390.00000 1542.90| 860.00000 954.60| ASPHALT FOR TACK COAT | | | 0021 502-06328 826.090 m2 | 58.35000 48202.35| 45.00000 37174.05| PCCP, 275 mm | | | 0022 603-97461 690.000 m | 11.65000 8038.50| 15.00000 10350.00| TEMPORARY FENCE | | | 0023 605-06100 174.290 m | 67.50000 11764.58| 38.00000 6623.02| CURB, INTEGRAL, C, CONCRETE | | | 0024 605-06150 89.830 m | 77.70000 6979.79| 45.00000 4042.35| CURB AND GUTTER, C, CONCRETE | | | 0025 605-06275 21.600 m2 | 255.10000 5510.16| 62.00000 1339.20| CENTER CURB, D, CONCRETE, MODIFIED | | | 0026 616-02320 152.000 m2 | 6.00000 912.00| 2.18000 331.36| GEOTEXTILES | | | 0027 616-06406 70.000 m2 | 100.00000 7000.00| 35.00000 2450.00| RIPRAP, REVETMENT | | | 0028 616-06415 50.000 m2 | 135.00000 6750.00| 70.00000 3500.00| RIPRAP, HAND LAID, 300 mm | | | 0029 621-01004 3.000 EACH| 950.00000 2850.00| 800.00000 2400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-04258 17.200 kg | 170.00000 2924.00| 145.00000 2494.00| SEED MIXTURE SWITCHGRASS | | | 0031 621-06545 5.000 Mg | 700.00000 3500.00| 590.00000 2950.00| FERTILIZER | | | 0032 621-06554 846.000 kg | 10.00000 8460.00| 9.10000 7698.60| SEED MIXTURE, U | | | 0033 621-06557 135.600 kg | 25.00000 3390.00| 19.90000 2698.44| SEED MIXTURE, T | | | 0034 621-06565 29.900 Mg | 540.00000 16146.00| 455.00000 13604.50| MULCHING MATERIAL | | | 0035 621-06570 139.500 m3 | 35.00000 4882.50| 10.00000 1395.00| TOP SOIL | | | 0036 621-06575 1395.000 m2 | 7.00000 9765.00| 4.55000 6347.25| SODDING, NURSERY | | | 0037 622-05606 80.000 EACH| 25.00000 2000.00| 25.00000 2000.00| PLANT, AQUATIC | | | 0038 701-04732 630.000 m | 120.00000 75600.00| 50.00000 31500.00| PILE CASING, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-96177 164.000 kg | 4.00000 656.00| 1.36000 223.04| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0040 713-97149 1.000 EACH| 5500.00000 5500.00| 15000.00000 15000.00| TEMPORARY RAMP | | | 0041 715-04612 93.500 m | 130.00000 12155.00| 113.37000 10600.10| PIPE , REINFORCED CONCRETE, II, D0.3=50,| | | 600 mm | | | 0042 715-04612 50.000 m | 100.00000 5000.00| 89.00000 4450.00| PIPE REINFORCED CONCRETE, III, D0.3=65, | | | 450mm | | | 0043 715-04612 63.000 m | 95.00000 5985.00| 89.00000 5607.00| PIPE REINFORCED CONCRETE, III, D0.3=75, | | | 450mm | | | 0044 715-05024 157.500 m | 180.00000 28350.00| 194.18000 30583.35| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0045 715-05048 243.000 m | 55.00000 13365.00| 6.33000 1538.19| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0046 715-05053 5.000 m | 170.00000 850.00| 89.17000 445.85| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0047 715-05149 427.000 m | 80.00000 34160.00| 88.00000 37576.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 715-05151 613.000 m | 90.00000 55170.00| 152.56000 93519.28| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 715-05152 200.000 m | 80.00000 16000.00| 95.00000 19000.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0050 715-05153 482.500 m | 110.00000 53075.00| 188.12000 90767.90| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0051 715-05154 138.000 m | 120.00000 16560.00| 110.00000 15180.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0052 715-05156 240.000 m | 140.00000 33600.00| 120.44000 28905.60| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0053 715-05329 23.000 m | 100.00000 2300.00| 215.67000 4960.41| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.27 | | | m2 | | | 0054 715-05697 119.000 m | 80.00000 9520.00| 198.34000 23602.46| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 300 mm | | | 0055 715-05767 38.000 m | 100.00000 3800.00| 87.69000 3332.22| PIPE, REINFORCED CONCRETE, II, D0.3=50, | | | 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-44240 288.900 m3 | 300.00000 86670.00| 175.00000 50557.50| CONCRETE, A, STRUCTURES | | | 0057 715-46010 8.000 EACH| 370.00000 2960.00| 191.33000 1530.64| PIPE END SECTION, 450 mm | | | 0058 715-46040 1.000 EACH| 2400.00000 2400.00| 470.02000 470.02| PIPE END SECTION, 900 mm | | | 0059 715-46065 1.000 EACH| 1900.00000 1900.00| 282.00000 282.00| PIPE END SECTION, MIN. AREA .27 m2 | | | 0060 715-96669 1657.500 m | 130.00000 215475.00| 124.00000 205530.00| WATER MAIN, DUCTILE IRON, 400 mm | | | 0061 715-96669 45.000 m | 580.00000 26100.00| 730.00000 32850.00| WATER MAIN, DUCTILE IRON, 400 mm IN 500 | | | mm CASING PIPE | | | 0062 716-04892 58.000 m | 1230.00000 71340.00| 1150.00000 66700.00| PIPE, JACKED , 525 mm | | | 0063 716-93857 30.000 m | 1280.00000 38400.00| 1500.00000 45000.00| PIPE, JACKED, 600 mm | | | 0064 716-96216 20.500 m | 1945.00000 39872.50| 2000.00000 41000.00| PIPE, JACKED, 900 mm | | | 0065 718-04880 1.000 EACH| 2135.00000 2135.00| 1200.00000 1200.00| OUTLET PROTECTOR, A | | | 0066 718-52610 54.900 m3 | 50.00000 2745.00| 25.00000 1372.50| AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 587.800 m2 | 1.50000 881.70| 2.00000 1175.60| GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-44000 3.000 EACH| 230.00000 690.00| 336.22000 1008.66| CASTING, ADJUST TO GRADE | | | 0069 720-45030 2.000 EACH| 820.00000 1640.00| 1465.92000 2931.84| INLET, E7 | | | 0070 720-45135 1.000 EACH| 830.00000 830.00| 1820.92000 1820.92| INLET, F7, MODIFIED | | | 0071 720-45250 3.000 EACH| 1420.00000 4260.00| 3295.11000 9885.33| CATCH BASIN, K10 | | | 0072 720-45410 20.000 EACH| 1640.00000 32800.00| 2406.17000 48123.40| MANHOLE, C4 | | | 0073 720-94612 1.000 EACH| 2980.00000 2980.00| 5153.38000 5153.38| MANHOLE, K4 | | | 0074 720-95422 8.000 EACH| 2460.00000 19680.00| 3118.58000 24948.64| MANHOLE, J4 | | | 0075 721-43000 1.000 EACH| 2290.00000 2290.00| 878.06000 878.06| AUTOMATIC DRAINAGE GATE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 731-93945 2012.000 m2 | 140.00000 281680.00| 100.00000 201200.00| FACE PANELS, CONCRETE | | | 0077 731-93946 2012.000 m2 | 84.00000 169008.00| 90.00000 181080.00| WALL ERECTION | | | 0078 731-93947 269.000 m | 36.00000 9684.00| 115.00000 30935.00| LEVELING PAD, CONCRETE | | | 0079 732-04836 3.000 EACH| 1540.00000 4620.00| 1485.86000 4457.58| GATE VALVE AND BOX, 300 mm | | | 0080 732-04836 9.000 EACH| 3732.00000 33588.00| 1431.13000 12880.17| GATE VALVE AND BOX, 400 mm | | | 0081 732-91742 17.000 EACH| 3100.00000 52700.00| 2800.00000 47600.00| FIRE HYDRANT | | | 0082 732-96670 108.500 m | 444.00000 48174.00| 110.00000 11935.00| WATER MAIN, DUCTILE IRON, 300 mm | | | 0083 801-06203 506.500 m | 0.50000 253.25| 2.66000 1347.29| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0084 801-06606 8.000 EACH| 145.00000 1160.00| 150.00000 1200.00| BARRICADE, IIIB | | | 0085 801-06640 15.000 EACH| 145.00000 2175.00| 125.00000 1875.00| CONSTRUCTION SIGN, A | | | 0086 801-06775 LUMP| 55550.00000 55550.00| 155679.00000 155679.00| MAINTAINING TRAFFIC | | | 0087 802-76025 7.000 m2 | 116.00000 812.00| 189.00000 1323.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0088 802-76030 1.440 m2 | 116.00000 167.04| 338.82000 487.90| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0089 805-01815 4.000 EACH| 1750.00000 7000.00| 1462.59000 5850.36| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0090 805-01842 3.000 EACH| 770.00000 2310.00| 647.40000 1942.20| HANDHOLE, SIGNAL | | | 0091 805-01844 237.000 m | 31.00000 7347.00| 26.30000 6233.10| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0092 805-78100 1.000 EACH| 8200.00000 8200.00| 6904.58000 6904.58| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0093 805-78205 6.000 EACH| 400.00000 2400.00| 332.34000 1994.04| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 805-78215 1.000 EACH| 440.00000 440.00| 370.92000 370.92| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0095 805-78415 4.000 EACH| 1800.00000 7200.00| 1520.17000 6080.68| SPAN, CATENARY, AND TETHER | | | 0096 805-78420 4.000 EACH| 188.00000 752.00| 158.59000 634.36| DISCONNECT HANGER | | | 0097 805-78445 1.000 EACH| 530.00000 530.00| 440.95000 440.95| SIGNAL SERVICE | | | 0098 805-78467 17.000 m | 6.00000 102.00| 5.34000 90.78| SIGNAL CABLE, 3C 8GA. | | | 0099 805-78470 1520.000 m | 1.75000 2660.00| 1.45000 2204.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0100 805-78485 90.000 m | 4.00000 360.00| 3.49000 314.10| SIGNAL CABLE, 5C 14GA. | | | 0101 805-78490 240.000 m | 5.00000 1200.00| 3.96000 950.40| SIGNAL CABLE, 7C 14GA. | | | 0102 805-78510 749.000 m | 3.50000 2621.50| 2.89000 2164.61| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0103 805-78785 5.000 EACH| 560.00000 2800.00| 469.32000 2346.60| SIGNAL DETECTOR HOUSING | | | 0104 805-78795 460.000 m | 31.00000 14260.00| 27.00000 12420.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0105 805-78925 1.000 EACH| 900.00000 900.00| 765.02000 765.02| CONTROLLER CABINET FOUNDATION, P1 | | | 0106 805-81060 4.000 EACH| 3280.00000 13120.00| 2850.00000 11400.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0107 805-92504 5.000 EACH| 225.00000 1125.00| 191.99000 959.95| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0108 808-75051 254.600 m | 5.00000 1273.00| 5.00000 1273.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0109 808-75067 11.750 m | 40.00000 470.00| 30.00000 352.50| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0110 808-75320 9.000 EACH| 65.00000 585.00| 76.00000 684.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0111 808-75998 10.000 EACH| 43.00000 430.00| 75.00000 750.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0112 604-06367 30.000 m | 34.00000 1020.00| 36.00000 1080.00| JOINT MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 220 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,584,708.13 ROUTE : CALUMET AVENUE CALL ORDER : 220 CONTRACT ID : R -25313-A COUNTIES : LAKE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 36-2231526 | |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,834,739.09| $ 3,876,509.09| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,834,739.09| $ 3,876,509.09| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,015,906.68 ROUTE : N31 CALL ORDER : 230 CONTRACT ID : R -25344-A COUNTIES : HOWARD TIPTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1532040 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 3,016,212.92 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,107,904.71 103.0399% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,789,700.00 125.6443% 4 31-4351261 SHELLY & SANDS, INC. $ 3,849,083.90 127.6131% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1500.00000 13500.00| 1750.00000 15750.00| 1800.00000 16200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 146230.00000 146230.00| 135350.00000 135350.00| 109954.25000 109954.25 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 15903.000 m2 | 1.13000 17970.39| 0.44000 6997.32| 1.50000 23854.50 SURFACE MILLING, ASPHALT 25mm | | | 0005 202-60820 192364.000 m2 | 0.31000 59632.84| 0.44000 84640.16| 0.80000 153891.20 SURFACE MILLING, ASPHALT 94mm | | | 0006 203-02070 77.000 m3 | 25.00000 1925.00| 50.00000 3850.00| 70.00000 5390.00 BORROW | | | 0007 211-02060 21.800 m3 | 69.30000 1510.74| 66.00000 1438.80| 70.00000 1526.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 305-05204 2588.000 Mg | 55.40000 143375.20| 60.00000 155280.00| 75.00000 194100.00 HMA FOR PATCHING | | | 0010 401-05455 31740.100 Mg | 26.80000 850634.68| 30.70000 974421.07| 40.00000 1269604.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE -- VOLUMETRIC | | | 0011 401-05456 15620.100 Mg | 39.40000 615431.94| 44.90000 701342.49| 51.00000 796625.10 QC/QA HMA SURFACE 9.5 mm, MAINLINE -- | | | VOLUMETRIC | | | 0014 401-06264 LUMP| 9240.00000 9240.00| 6500.00000 6500.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0016 406-05520 110.000 Mg | 400.00000 44000.00| 224.14000 24655.40| 200.00000 22000.00 ASPHALT FOR TACK COAT | | | 0017 715-05048 51648.000 m | 4.98000 257207.04| 6.00000 309888.00| 5.80000 299558.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,015,906.68 ROUTE : N31 CALL ORDER : 230 CONTRACT ID : R -25344-A COUNTIES : HOWARD TIPTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 715-05053 1908.000 m | 31.50000 60102.00| 29.00000 55332.00| 31.50000 60102.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0019 718-06528 89.000 EACH| 530.00000 47170.00| 320.00000 28480.00| 630.00000 56070.00 OUTLET PROTECTOR, 1 | | | 0020 718-06529 177.000 EACH| 425.00000 75225.00| 310.00000 54870.00| 525.00000 92925.00 OUTLET PROTECTOR, 2 | | | 0021 718-06531 89.000 EACH| 288.75000 25698.75| 300.00000 26700.00| 290.00000 25810.00 OUTLET PROTECTOR, 3 | | | 0022 718-52610 1669.700 m3 | 40.00000 66788.00| 37.00000 61778.90| 40.00000 66788.00 AGGREGATE FOR UNDERDRAINS | | | 0023 718-99153 51648.000 m2 | 1.35000 69724.80| 0.80000 41318.40| 1.30000 67142.40 GEOTEXTILES FOR UNDERDRAIN | | | 0024 801-06198 100.000 DAY | 435.00000 43500.00| 400.00000 40000.00| 480.00000 48000.00 PATROLLER | | | 0025 801-06203 2635.000 m | 1.58000 4163.30| 0.52000 1370.20| 0.55000 1449.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 2635.000 m | 0.60000 1581.00| 2.40000 6324.00| 2.80000 7378.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06640 50.000 EACH| 62.00000 3100.00| 60.00000 3000.00| 72.00000 3600.00 CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 92500.00000 92500.00| 36000.00000 36000.00| 65000.00000 65000.00 MAINTAINING TRAFFIC | | | 0029 804-06770 355.000 EACH| 16.80000 5964.00| 14.00000 4970.00| 14.70000 5218.50 DELINEATOR POST | | | 0030 808-06701 6587.500 m | 0.87000 5731.13| 0.84000 5533.50| 0.88000 5797.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0031 808-06713 26350.000 m | 0.14000 3689.00| 0.13000 3425.50| 0.14000 3689.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 26350.000 m | 0.14000 3689.00| 0.13000 3425.50| 0.14000 3689.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75140 2.000 EACH| 152.25000 304.50| 150.00000 300.00| 158.00000 316.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0034 808-75996 1098.000 EACH| 2.85000 3129.30| 3.46000 3799.08| 5.00000 5490.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 1098.000 EACH| 20.48000 22487.04| 18.50000 20313.00| 20.60000 22618.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 402-05487 6082.500 Mg | 43.30000 263372.25| 40.00000 243300.00| 47.00000 285877.50 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,015,906.68 ROUTE : N31 CALL ORDER : 230 CONTRACT ID : R -25344-A COUNTIES : HOWARD TIPTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1139301 |(3) 35-0918397 |MOHR CONSTRUCTION CO |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 402-05490 981.100 Mg | 53.65000 52636.02| 44.90000 44051.39| 51.00000 50036.10 HMA SURFACE 9.5 mm, SHOULDER | | | SECTION TOTALS | $ 3,016,212.92| $ 3,107,904.71| $ 3,789,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,016,212.92| $ 3,107,904.71| $ 3,789,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,015,906.68 ROUTE : N31 CALL ORDER : 230 CONTRACT ID : R -25344-A COUNTIES : HOWARD TIPTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1600.00000 14400.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10900.00000 10900.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21750.00000 21750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 15903.000 m2 | 2.10000 33396.30| | SURFACE MILLING, ASPHALT 25mm | | | 0005 202-60820 192364.000 m2 | 2.65000 509764.60| | SURFACE MILLING, ASPHALT 94mm | | | 0006 203-02070 77.000 m3 | 30.95000 2383.15| | BORROW | | | 0007 211-02060 21.800 m3 | 70.51000 1537.12| | B BORROW FOR STRUCTURE BACKFILL | | | 0009 305-05204 2588.000 Mg | 124.00000 320912.00| | HMA FOR PATCHING | | | 0010 401-05455 31740.100 Mg | 33.60000 1066467.36| | QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE -- VOLUMETRIC | | | 0011 401-05456 15620.100 Mg | 47.50000 741954.75| | QC/QA HMA SURFACE 9.5 mm, MAINLINE -- | | | VOLUMETRIC | | | 0014 401-06264 LUMP| 10600.00000 10600.00| | PROFILOGRAPH, HMA | | | 0016 406-05520 110.000 Mg | 210.00000 23100.00| | ASPHALT FOR TACK COAT | | | 0017 715-05048 51648.000 m | 5.12000 264437.76| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0018 715-05053 1908.000 m | 32.05000 61151.40| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0019 718-06528 89.000 EACH| 640.96000 57045.44| | OUTLET PROTECTOR, 1 | | | 0020 718-06529 177.000 EACH| 534.13000 94541.01| | OUTLET PROTECTOR, 2 | | | 0021 718-06531 89.000 EACH| 293.77000 26145.53| | OUTLET PROTECTOR, 3 | | | 0022 718-52610 1669.700 m3 | 33.92000 56636.22| | AGGREGATE FOR UNDERDRAINS | | | 0023 718-99153 51648.000 m2 | 1.34000 69208.32| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,015,906.68 ROUTE : N31 CALL ORDER : 230 CONTRACT ID : R -25344-A COUNTIES : HOWARD TIPTON LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0024 801-06198 100.000 DAY | 191.95000 19195.00| | PATROLLER | | | 0025 801-06203 2635.000 m | 0.56000 1475.60| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0026 801-06207 2635.000 m | 0.53000 1396.55| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0027 801-06640 50.000 EACH| 73.71000 3685.50| | CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP| 55800.00000 55800.00| | MAINTAINING TRAFFIC | | | 0029 804-06770 355.000 EACH| 14.96000 5310.80| | DELINEATOR POST | | | 0030 808-06701 6587.500 m | 0.90000 5928.75| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0031 808-06713 26350.000 m | 0.14000 3689.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 26350.000 m | 0.14000 3689.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75140 2.000 EACH| 160.24000 320.48| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0034 808-75996 1098.000 EACH| 5.34000 5863.32| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 1098.000 EACH| 20.98000 23036.04| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 402-05487 6082.500 Mg | 46.50000 282836.25| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0037 402-05490 981.100 Mg | 51.50000 50526.65| | HMA SURFACE 9.5 mm, SHOULDER | | | SECTION TOTALS | $ 3,849,083.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,849,083.90| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,832.23 ROUTE : SR 3 CALL ORDER : 240 CONTRACT ID : R -25402-A COUNTIES : DELAWARE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/17/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 201200H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1924539 B & C WRECKING & EXCAVATING INC. $ 9,761.18 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 14,333.50 146.8418% 3 35-1058755 BAKER & SCHULTZ, INC. $ 14,880.00 152.4405% 4 35-1315965 FOX CONTRACTORS $ 15,112.66 154.8241% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 16,693.18 171.0160% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 18,800.50 192.6047% 7 35-1826606 SULLIVAN, KEITH EXCAVATING $ 19,975.79 204.6452% 8 35-1991044 JOHNSON COMPANY, INC. $ 20,880.40 213.9126% 9 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 29,469.53 301.9054% ==================================================================================================================================== |(1) 35-1924539 |(2) 35-1817574 |(3) 35-1058755 |B & C WRECKING & EXCAVATING |YARDBERRY LANDSCAPE |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 5720.00000 5720.00| 10000.00000 10000.00| 9875.01000 9875.01 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0002 621-01004 1.000 EACH| 400.00000 400.00| 750.00000 750.00| 742.00000 742.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.907 Mg | 525.00000 476.18| 500.00000 453.50| 570.00000 516.99 FERTILIZER | | | 0004 621-06553 190.000 kg | 6.00000 1140.00| 7.00000 1330.00| 7.40000 1406.00 SEED MIXTURE, R | | | 0005 621-06565 4.500 Mg | 450.00000 2025.00| 400.00000 1800.00| 520.00000 2340.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 9,761.18| $ 14,333.50| $ 14,880.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,761.18| $ 14,333.50| $ 14,880.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,832.23 ROUTE : SR 3 CALL ORDER : 240 CONTRACT ID : R -25402-A COUNTIES : DELAWARE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-2070195 |(6) 35-1128289 |FOX CONTRACTORS |ALPHA EXCAVATING & LANDSCAPI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 10380.00000 10380.00| 11982.00000 11982.00| 14039.79000 14039.79 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0002 621-01004 1.000 EACH| 385.00000 385.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.907 Mg | 365.00000 331.06| 525.00000 476.18| 530.00000 480.71 FERTILIZER | | | 0004 621-06553 190.000 kg | 10.34000 1964.60| 7.00000 1330.00| 7.00000 1330.00 SEED MIXTURE, R | | | 0005 621-06565 4.500 Mg | 456.00000 2052.00| 490.00000 2205.00| 500.00000 2250.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 15,112.66| $ 16,693.18| $ 18,800.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,112.66| $ 16,693.18| $ 18,800.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,832.23 ROUTE : SR 3 CALL ORDER : 240 CONTRACT ID : R -25402-A COUNTIES : DELAWARE LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1826606 |(8) 35-1991044 |(9) 35-1136349 |SULLIVAN, KEITH EXCAVATING |JOHNSON COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 14817.00000 14817.00| 18979.00000 18979.00| 24133.85000 24133.85 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0002 621-01004 1.000 EACH| 762.00000 762.00| 700.00000 700.00| 787.85000 787.85 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06545 0.907 Mg | 592.06000 536.99| 200.00000 181.40| 612.78000 555.79 FERTILIZER | | | 0004 621-06553 190.000 kg | 7.62000 1447.80| 3.00000 570.00| 7.88000 1497.20 SEED MIXTURE, R | | | 0005 621-06565 4.500 Mg | 536.00000 2412.00| 100.00000 450.00| 554.41000 2494.84 MULCHING MATERIAL | | | SECTION TOTALS | $ 19,975.79| $ 20,880.40| $ 29,469.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,975.79| $ 20,880.40| $ 29,469.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/29/01 PAGE : 244 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 244 CONTRACT ID : R -25491-A COUNTIES : MARION LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,992,465.92 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 2,054,263.75 103.1015% 3 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 2,069,582.22 103.8703% 4 35-1609544 SCHUTT-LOOKABILL CO $ 2,184,273.05 109.6266% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 2,286,760.08 114.7703% 6 35-1057871 SMOCK FANSLER CORPORATION $ 2,470,133.80 123.9737% ====================================================================================================================================