INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 462 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,496,054.00 ROUTE : SR 5 CALL ORDER : 462 CONTRACT ID : B -25858-B COUNTIES : HUNTINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/14/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4935011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,505,183.23 100.0000% ==================================================================================================================================== |(1) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 6107.98000 6107.98| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1841.70000 16575.30| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 75259.16000 75259.16| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 430.000 m2 | 20.55000 8836.50| | PAVEMENT, REMOVE | | | 0005 202-02241 122.000 m | 10.00000 1220.00| | GUARDRAIL, REMOVE | | | 0006 202-51133 291.000 m | 8.25000 2400.75| | RAILING, REMOVE | | | 0007 202-51328 LUMP| 336551.88000 336551.88| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 972.200 m2 | 6.40000 6222.08| | BRIDGE DECK OVERLAY, REMOVE , MONOLITH | | | SURFACE | | | 0009 202-60820 282.200 m2 | 9.20000 2596.24| | SURFACE MILLING, ASPHALT | | | 0010 202-60822 972.200 m2 | 3.40000 3305.48| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0011 203-02000 204.000 m3 | 13.80000 2815.20| | EXCAVATION, COMMON | | | 0012 213-52830 200.900 m3 | 67.00000 13460.30| | FLOWABLE MORTAR | | | 0013 301-07448 532.800 Mg | 25.00000 13320.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 406-05521 1445.000 m2 | 0.15000 216.75| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 462 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,496,054.00 ROUTE : SR 5 CALL ORDER : 462 CONTRACT ID : B -25858-B COUNTIES : HUNTINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 502-06329 329.400 m2 | 80.00000 26352.00| | PCCP, 300 mm | | | 0016 503-05240 295.000 m | 23.00000 6785.00| | D-1 CONTRACTION JOINT | | | 0017 503-05310 14.600 m | 553.00000 8073.80| | TERMINAL JOINT | | | 0018 507-07505 24.000 EACH| 12.00000 288.00| | RETROFIT LOAD TRANSFER | | | 0019 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-04746 2.000 EACH| 4200.00000 8400.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-07607 1.000 EACH| 25000.00000 25000.00| | IMPACT ATTENUATOR , QUADGUARD, QS2405 | | | 0022 601-99105 91.440 m | 30.00000 2743.20| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 192.000 m | 38.50000 7392.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 134.100 m | 34.50000 4626.45| | TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 32.000 EACH| 10.10000 323.20| | BARRIER DELINEATOR | | | 0026 610-05527 413.900 Mg | 38.00000 15728.20| | HMA FOR APPROACHES | | | 0027 610-06259 126.200 m2 | 95.00000 11989.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0028 619-95315 LUMP| 4100.00000 4100.00| | CLEAN AND PAINT BEARING ASSEMBLIES | | | 0029 619-98427 54.000 EACH| 263.00000 14202.00| | CLEAN DRAINS | | | 0030 702-51100 564.000 kg | 6.50000 3666.00| | DRAIN PIPE, CAST IRON, 150 mm , WITH | | | BELL END | | | 0031 702-51110 255.000 kg | 9.25000 2358.75| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 702-51863 1632.000 EACH| 5.90000 9628.80| | FIELD DRILLED HOLE IN CONCRETE | | | 0033 702-93722 21.300 m3 | 1191.00000 25368.30| | CONCRETE, C | | | 0034 703-51030 1718.000 kg | 2.05000 3521.90| | REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 462 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,496,054.00 ROUTE : SR 5 CALL ORDER : 462 CONTRACT ID : B -25858-B COUNTIES : HUNTINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 703-51032 30396.000 kg | 1.40000 42554.40| | REINFORCING STEEL, EPOXY COATED | | | 0036 704-05892 114.600 m3 | 1120.00000 128352.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0037 706-06339 312.000 m | 124.00000 38688.00| | RAILING, PF-1 | | | 0038 706-06351 4.000 EACH| 1110.00000 4440.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0039 706-51020 73.000 m3 | 1585.00000 115705.00| | CONCRETE, C, RAILING | | | 0040 708-51813 178.000 m2 | 485.00000 86330.00| | PNEUMATICALLY PLACED MORTAR | | | 0041 708-51814 169.000 m2 | 25.00000 4225.00| | WELDED STEEL WIRE FABRIC , EPOXY COATED | | | 0042 709-51821 LUMP| 3681.80000 3681.80| | SURFACE SEAL | | | 0043 711-01786 216.000 EACH| 17.00000 3672.00| | STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0044 711-51035 4335.000 kg | 13.00000 56355.00| | STRUCTURAL STEEL | | | 0045 711-51877 LUMP| 8400.00000 8400.00| | JACKING AND SUPPORTING BEAMS | | | 0046 711-96800 1530.000 EACH| 5.00000 7650.00| | STUD SHEAR CONNECTOR | | | 0047 722-51842 1154.000 m2 | 65.00000 75010.00| | BRIDGE DECK OVERLAY , MONOLITH SURFACE | | | 0048 722-51846 10.600 m3 | 434.50000 4605.70| | BRIDGE DECK OVERLAY, ADDITIONAL , | | | MONOLITH SURFACE | | | 0049 722-51852 146.000 m2 | 95.00000 13870.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH , | | | MONOLITH SURFACE | | | 0050 724-03276 460.000 m | 212.25000 97635.00| | EXPANSION JOINT SEALING SYSTEM , 12, | | | WITHOUT NOSING MATERIAL | | | 0051 724-03276 22.000 m | 227.00000 4994.00| | EXPANSION JOINT SEALING SYSTEM , 25, | | | WITH NOSING MATERIAL | | | 0052 724-03276 11.000 m | 24.00000 264.00| | EXPANSION JOINT SEALING SYSTEM , 25, | | | WITHOUT NOSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 462 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,496,054.00 ROUTE : SR 5 CALL ORDER : 462 CONTRACT ID : B -25858-B COUNTIES : HUNTINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 726-92406 18.000 EACH| 690.00000 12420.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0054 801-01851 LUMP| 18000.00000 18000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0055 801-06203 766.600 m | 0.15000 114.99| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 1666.600 m | 2.30000 3833.18| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06218 7.300 m | 45.00000 328.50| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0058 801-06640 27.000 EACH| 118.00000 3186.00| | CONSTRUCTION SIGN, A | | | 0059 801-06645 1.000 EACH| 60.00000 60.00| | CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 12900.00000 12900.00| | MAINTAINING TRAFFIC | | | 0061 801-07119 7.200 m | 41.00000 295.20| | BARRICADE, III-B | | | 0062 805-01652 660.000 m | 22.50000 14850.00| | WIRE, NO. 4 COPPER, IN CONDUIT, BRIDGE, | | | 1/C | | | 0063 805-06592 210.000 m | 24.00000 5040.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0064 805-86810 1.000 EACH| 4500.00000 4500.00| | SERVICE POINT, II | | | 0065 805-86930 24.000 EACH| 18.00000 432.00| | INSULATING LINK, NOT WATERPROOFED | | | 0066 805-86935 8.000 EACH| 25.00000 200.00| | INSULATING LINK, WATERPROOFED | | | 0067 805-86955 4.000 EACH| 45.00000 180.00| | CABLE DUCT MARKER | | | 0068 805-98335 100.000 m | 13.20000 1320.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0069 805-98336 36.000 m | 13.20000 475.20| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0070 807-04309 1.000 EACH| 3500.00000 3500.00| | PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 462 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,496,054.00 ROUTE : SR 5 CALL ORDER : 462 CONTRACT ID : B -25858-B COUNTIES : HUNTINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 | | |PRIMCO, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 807-07703 2.000 EACH| 15200.00000 30400.00| | HIGH MAST TOWER | | | 0072 807-78590 6.000 EACH| 590.00000 3540.00| | HANDHOLE | | | 0073 807-86665 8.000 EACH| 600.00000 4800.00| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0074 807-86830 2.000 EACH| 5250.00000 10500.00| | CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0075 807-86920 2.000 EACH| 18.00000 36.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0076 807-86950 2.000 EACH| 20.00000 40.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0077 808-06712 110.800 m | 0.95000 105.26| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0078 808-06713 886.600 m | 0.95000 842.27| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-06714 443.300 m | 0.95000 421.14| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0080 808-06716 959.800 m | 1.02000 979.00| | LINE, REMOVE | | | 0081 808-75996 27.000 EACH| 11.71000 316.17| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 27.000 EACH| 18.60000 502.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,505,183.23| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,505,183.23| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6426002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 502,560.15 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 513,551.27 102.1870% 3 35-1801998 CLR, INC. $ 566,032.78 112.6298% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 589,706.40 117.3404% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 591,987.95 117.7944% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-1801998 |RAGLE, INC. |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 500.00000 5000.00| 1700.00000 17000.00| 1325.00000 13250.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 25500.00000 25500.00| 28450.00000 28450.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 5500.00000 5500.00| 11300.00000 11300.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 75.000 m | 7.00000 525.00| 22.00000 1650.00| 14.00000 1050.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 37100.00000 37100.00| 10000.00000 10000.00| 17800.00000 17800.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 180.800 m2 | 9.00000 1627.20| 6.00000 1084.80| 9.50000 1717.60 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1905.000 m3 | 5.33000 10153.65| 14.50000 27622.50| 10.00000 19050.00 EXCAVATION, COMMON | | | 0009 203-02070 2343.000 m3 | 10.51000 24624.93| 14.50000 33973.50| 14.00000 32802.00 BORROW | | | 0010 203-51223 120.000 m3 | 10.00000 1200.00| 17.00000 2040.00| 20.00000 2400.00 EXCAVATION, WATERWAY | | | 0011 205-06931 112.000 Mg | 20.00000 2240.00| 42.00000 4704.00| 20.00000 2240.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 21.000 m | 15.00000 315.00| 13.45000 282.45| 35.00000 735.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 10.000 EACH| 30.00000 300.00| 35.00000 350.00| 100.00000 1000.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-1801998 |RAGLE, INC. |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 207-07502 268.900 m2 | 2.00000 537.80| 16.00000 4302.40| 15.00000 4033.50 SUBGRADE TREATMENT, TYPE D | | | 0015 211-06467 14.000 m3 | 45.00000 630.00| 65.00000 910.00| 135.00000 1890.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 211-07454 25.200 m3 | 20.00000 504.00| 43.00000 1083.60| 65.00000 1638.00 STRUCTURE BACKFILL | | | 0017 303-01180 1184.000 Mg | 19.50000 23088.00| 19.50000 23088.00| 22.00000 26048.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 402-07432 577.600 Mg | 45.55000 26309.68| 45.55000 26309.68| 51.00000 29457.60 HMA SURFACE, TYPE A | | | 0019 402-07435 737.000 Mg | 39.20000 28890.40| 39.20000 28890.40| 39.00000 28743.00 HMA INTERMEDIATE, TYPE A | | | 0020 402-07440 903.600 Mg | 37.90000 34246.44| 37.90000 34246.44| 39.50000 35692.20 HMA BASE, TYPE A | | | 0021 404-05511 1364.000 m2 | 4.00000 5456.00| 4.00000 5456.00| 4.25000 5797.00 SEAL COAT, 2 | | | 0022 405-05518 1364.000 m2 | 1.41000 1923.24| 1.41000 1923.24| 1.25000 1705.00 ASPHALT FOR PRIME COAT | | | 0023 406-05521 8588.200 m2 | 0.10000 858.82| 0.10000 858.82| 0.10000 858.82 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1230.00000 4920.00| 1230.00000 4920.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01740 1.000 EACH| 1720.00000 1720.00| 1720.00000 1720.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0026 601-05071 1.000 EACH| 1920.00000 1920.00| 1920.00000 1920.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0027 601-94689 2.000 EACH| 1875.00000 3750.00| 1875.00000 3750.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 129.540 m | 29.55000 3827.91| 29.55000 3827.91| 44.00000 5699.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 6.000 EACH| 8.00000 48.00| 7.00000 42.00| 80.00000 480.00 BARRIER DELINEATOR | | | 0030 610-06259 125.600 m2 | 60.00000 7536.00| 73.00000 9168.80| 87.00000 10927.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 610-07486 236.900 Mg | 88.00000 20847.20| 88.00000 20847.20| 97.00000 22979.30 HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 3.000 EACH| 180.00000 540.00| 180.00000 540.00| 200.00000 600.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-1801998 |RAGLE, INC. |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06498 1.000 EACH| 220.00000 220.00| 220.00000 220.00| 205.00000 205.00 MAILBOX ASSEMBLY, DOUBLE | | | 0034 615-06490 15.000 EACH| 110.00000 1650.00| 110.00000 1650.00| 105.00000 1575.00 RIGHT OF WAY MARKER | | | 0035 615-06505 6.000 EACH| 445.00000 2670.00| 445.00000 2670.00| 540.00000 3240.00 MONUMENT, B | | | 0036 616-02320 782.000 m2 | 2.00000 1564.00| 2.50000 1955.00| 3.30000 2580.60 GEOTEXTILES | | | 0037 616-06405 594.900 Mg | 20.00000 11898.00| 27.00000 16062.30| 25.00000 14872.50 RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 660.00000 660.00| 660.00000 660.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.540 Mg | 735.00000 396.90| 735.00000 396.90| 1750.00000 945.00 FERTILIZER | | | 0040 621-06548 3.300 kg | 69.00000 227.70| 69.00000 227.70| 70.00000 231.00 SEED MIXTURE, CV | | | 0041 621-06553 115.000 kg | 7.55000 868.25| 7.55000 868.25| 9.25000 1063.75 SEED MIXTURE, R | | | 0042 621-06557 115.000 kg | 5.45000 626.75| 5.45000 626.75| 5.45000 626.75 SEED MIXTURE, T | | | 0043 621-06565 2.700 Mg | 460.00000 1242.00| 460.00000 1242.00| 800.00000 2160.00 MULCHING MATERIAL | | | 0044 621-06567 80.000 kL | 1.00000 80.00| 1.00000 80.00| 1.00000 80.00 WATER | | | 0045 621-06574 2550.400 m2 | 3.55000 9053.92| 4.05000 10329.12| 3.50000 8926.40 SODDING | | | 0046 621-06575 1722.100 m2 | 3.55000 6113.46| 4.05000 6974.51| 3.50000 6027.35 SODDING, NURSERY | | | 0047 701-51195 201.200 m | 80.00000 16096.00| 80.00000 16096.00| 84.00000 16900.80 PILE, STEEL H, HP 310 X 79 | | | 0048 701-91792 8.000 EACH| 250.00000 2000.00| 93.50000 748.00| 130.00000 1040.00 PILE TIP, STEEL H | | | 0049 703-51030 1526.000 kg | 1.50000 2289.00| 2.00000 3052.00| 1.80000 2746.80 REINFORCING STEEL | | | 0050 703-51032 8591.000 kg | 1.60000 13745.60| 2.50000 21477.50| 2.05000 17611.55 REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 71.000 m3 | 800.00000 56800.00| 505.00000 35855.00| 695.00000 49345.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 800.00000 3200.00| 725.00000 2900.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-1801998 |RAGLE, INC. |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 706-51020 9.200 m3 | 500.00000 4600.00| 500.00000 4600.00| 440.00000 4048.00 CONCRETE, C, RAILING | | | 0054 707-05967 90.200 m2 | 475.00000 42845.00| 340.00000 30668.00| 450.00000 40590.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | WS, 686 mm X 1219 mm | | | 0055 709-51821 LUMP| 1874.00000 1874.00| 1874.00000 1874.00| 2000.00000 2000.00 SURFACE SEAL | | | 0056 711-51035 884.000 kg | 2.50000 2210.00| 1.80000 1591.20| 2.70000 2386.80 STRUCTURAL STEEL | | | 0057 715-05168 122.000 m | 60.00000 7320.00| 110.00000 13420.00| 62.00000 7564.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0058 715-05173 32.000 m | 140.00000 4480.00| 140.00000 4480.00| 93.00000 2976.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0059 715-05407 40.000 m | 25.00000 1000.00| 16.50000 660.00| 22.00000 880.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-06004 1.000 EACH| 950.00000 950.00| 1825.00000 1825.00| 1600.00000 1600.00 CONCRETE ANCHOR, 1200 mm | | | 0061 715-06337 5.500 m | 450.00000 2475.00| 480.00000 2640.00| 345.00000 1897.50 PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0062 715-46000 15.000 EACH| 150.00000 2250.00| 285.00000 4275.00| 270.00000 4050.00 PIPE END SECTION, 300 mm | | | 0063 715-46020 4.000 EACH| 250.00000 1000.00| 350.00000 1400.00| 465.00000 1860.00 PIPE END SECTION, 600 mm | | | 0064 720-45235 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 1150.00000 2300.00 CATCH BASIN, E7 | | | 0065 720-91352 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 1150.00000 1150.00 CATCH BASIN, F7 | | | 0066 801-04308 2.000 EACH| 190.00000 380.00| 190.00000 380.00| 325.00000 650.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 40.000 EACH| 47.00000 1880.00| 47.00000 1880.00| 90.50000 3620.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 4.000 EACH| 99.00000 396.00| 99.00000 396.00| 185.00000 740.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 2.000 EACH| 20.00000 40.00| 20.00000 40.00| 85.00000 170.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | 0071 801-07119 28.800 m | 18.50000 532.80| 18.50000 532.80| 80.00000 2304.00 BARRICADE, III-B | | | 0072 808-06712 650.000 m | 0.05000 32.50| 0.05000 32.50| 1.50000 975.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-0626844 |(3) 35-1801998 |RAGLE, INC. |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-06713 1300.000 m | 0.58000 754.00| 0.58000 754.00| 1.50000 1950.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 502,560.15| $ 513,551.27| $ 566,032.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 502,560.15| $ 513,551.27| $ 566,032.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-2040801 | |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1965.00000 19650.00| 1500.00000 15000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 29000.00000 29000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2190.00000 2190.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 75.000 m | 19.50000 1462.50| 19.15000 1436.25| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 11325.00000 11325.00| 12250.00000 12250.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 180.800 m2 | 8.20000 1482.56| 10.00000 1808.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 1905.000 m3 | 8.90000 16954.50| 20.00000 38100.00| EXCAVATION, COMMON | | | 0009 203-02070 2343.000 m3 | 16.40000 38425.20| 16.00000 37488.00| BORROW | | | 0010 203-51223 120.000 m3 | 27.00000 3240.00| 18.00000 2160.00| EXCAVATION, WATERWAY | | | 0011 205-06931 112.000 Mg | 32.00000 3584.00| 30.00000 3360.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 21.000 m | 28.00000 588.00| 25.00000 525.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 10.000 EACH| 38.00000 380.00| 250.00000 2500.00| TEMPORARY DITCH INLET PROTECTION | | | 0014 207-07502 268.900 m2 | 10.90000 2931.01| 14.00000 3764.60| SUBGRADE TREATMENT, TYPE D | | | 0015 211-06467 14.000 m3 | 39.00000 546.00| 75.00000 1050.00| AGGREGATE FOR END BENT BACKFILL | | | 0016 211-07454 25.200 m3 | 33.00000 831.60| 40.00000 1008.00| STRUCTURE BACKFILL | | | 0017 303-01180 1184.000 Mg | 22.90000 27113.60| 24.00000 28416.00| COMPACTED AGGREGATE, NO. 53 | | | 0018 402-07432 577.600 Mg | 60.40000 34887.04| 60.00000 34656.00| HMA SURFACE, TYPE A | | | 0019 402-07435 737.000 Mg | 51.90000 38250.30| 52.00000 38324.00| HMA INTERMEDIATE, TYPE A | | | 0020 402-07440 903.600 Mg | 49.90000 45089.64| 49.00000 44276.40| HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-2040801 | |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 1364.000 m2 | 4.00000 5456.00| 3.50000 4774.00| SEAL COAT, 2 | | | 0022 405-05518 1364.000 m2 | 1.20000 1636.80| 1.00000 1364.00| ASPHALT FOR PRIME COAT | | | 0023 406-05521 8588.200 m2 | 0.10000 858.82| 0.05000 429.41| ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1305.00000 5220.00| 1230.00000 4920.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01740 1.000 EACH| 1825.00000 1825.00| 1720.00000 1720.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0026 601-05071 1.000 EACH| 2035.00000 2035.00| 1920.00000 1920.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0027 601-94689 2.000 EACH| 1985.00000 3970.00| 1875.00000 3750.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 129.540 m | 31.30000 4054.60| 29.55000 3827.91| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 6.000 EACH| 11.00000 66.00| 7.00000 42.00| BARRIER DELINEATOR | | | 0030 610-06259 125.600 m2 | 63.00000 7912.80| 80.00000 10048.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 610-07486 236.900 Mg | 90.10000 21344.69| 90.00000 21321.00| HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 3.000 EACH| 145.00000 435.00| 180.00000 540.00| MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH| 235.00000 235.00| 220.00000 220.00| MAILBOX ASSEMBLY, DOUBLE | | | 0034 615-06490 15.000 EACH| 115.00000 1725.00| 110.00000 1650.00| RIGHT OF WAY MARKER | | | 0035 615-06505 6.000 EACH| 470.00000 2820.00| 445.00000 2670.00| MONUMENT, B | | | 0036 616-02320 782.000 m2 | 2.40000 1876.80| 2.50000 1955.00| GEOTEXTILES | | | 0037 616-06405 594.900 Mg | 31.70000 18858.33| 33.00000 19631.70| RIPRAP, REVETMENT | | | 0038 621-01004 1.000 EACH| 1510.00000 1510.00| 660.00000 660.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.540 Mg | 400.00000 216.00| 735.00000 396.90| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-2040801 | |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06548 3.300 kg | 80.00000 264.00| 69.00000 227.70| SEED MIXTURE, CV | | | 0041 621-06553 115.000 kg | 8.00000 920.00| 7.55000 868.25| SEED MIXTURE, R | | | 0042 621-06557 115.000 kg | 10.40000 1196.00| 5.45000 626.75| SEED MIXTURE, T | | | 0043 621-06565 2.700 Mg | 540.00000 1458.00| 460.00000 1242.00| MULCHING MATERIAL | | | 0044 621-06567 80.000 kL | 0.60000 48.00| 1.00000 80.00| WATER | | | 0045 621-06574 2550.400 m2 | 5.50000 14027.20| 3.55000 9053.92| SODDING | | | 0046 621-06575 1722.100 m2 | 5.50000 9471.55| 3.55000 6113.46| SODDING, NURSERY | | | 0047 701-51195 201.200 m | 137.00000 27564.40| 85.00000 17102.00| PILE, STEEL H, HP 310 X 79 | | | 0048 701-91792 8.000 EACH| 128.00000 1024.00| 125.00000 1000.00| PILE TIP, STEEL H | | | 0049 703-51030 1526.000 kg | 1.52000 2319.52| 1.30000 1983.80| REINFORCING STEEL | | | 0050 703-51032 8591.000 kg | 1.86000 15979.26| 1.60000 13745.60| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 71.000 m3 | 638.00000 45298.00| 700.00000 49700.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1260.00000 5040.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 9.200 m3 | 510.00000 4692.00| 600.00000 5520.00| CONCRETE, C, RAILING | | | 0054 707-05967 90.200 m2 | 358.00000 32291.60| 430.00000 38786.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | WS, 686 mm X 1219 mm | | | 0055 709-51821 LUMP| 2800.00000 2800.00| 2200.00000 2200.00| SURFACE SEAL | | | 0056 711-51035 884.000 kg | 6.40000 5657.60| 4.00000 3536.00| STRUCTURAL STEEL | | | 0057 715-05168 122.000 m | 83.00000 10126.00| 80.00000 9760.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0058 715-05173 32.000 m | 103.00000 3296.00| 120.00000 3840.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0059 715-05407 40.000 m | 22.00000 880.00| 30.00000 1200.00| PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 470 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,600.00 ROUTE : SR 68 CALL ORDER : 470 CONTRACT ID : B -25979-A COUNTIES : GIBSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-2040801 | |DEIG BROTHERS LUMBER & CONST|GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-06004 1.000 EACH| 3125.00000 3125.00| 1500.00000 1500.00| CONCRETE ANCHOR, 1200 mm | | | 0061 715-06337 5.500 m | 420.00000 2310.00| 450.00000 2475.00| PIPE EXTENSION, CIRCULAR, 1200 mm | | | 0062 715-46000 15.000 EACH| 320.00000 4800.00| 350.00000 5250.00| PIPE END SECTION, 300 mm | | | 0063 715-46020 4.000 EACH| 550.00000 2200.00| 600.00000 2400.00| PIPE END SECTION, 600 mm | | | 0064 720-45235 2.000 EACH| 2490.00000 4980.00| 1500.00000 3000.00| CATCH BASIN, E7 | | | 0065 720-91352 1.000 EACH| 2690.00000 2690.00| 1500.00000 1500.00| CATCH BASIN, F7 | | | 0066 801-04308 2.000 EACH| 195.00000 390.00| 190.00000 380.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 40.000 EACH| 55.00000 2200.00| 47.00000 1880.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 4.000 EACH| 105.00000 420.00| 99.00000 396.00| CONSTRUCTION SIGN, A | | | 0069 801-06645 2.000 EACH| 21.00000 42.00| 20.00000 40.00| CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 5800.00000 5800.00| 1000.00000 1000.00| MAINTAINING TRAFFIC | | | 0071 801-07119 28.800 m | 19.60000 564.48| 18.50000 532.80| BARRICADE, III-B | | | 0072 808-06712 650.000 m | 0.10000 65.00| 0.05000 32.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0073 808-06713 1300.000 m | 0.60000 780.00| 0.58000 754.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 589,706.40| $ 591,987.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 589,706.40| $ 591,987.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 474 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,964.26 ROUTE : SR 162 CALL ORDER : 474 CONTRACT ID : B -26333-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4519006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 586,628.62 100.0000% 2 35-1878024 RAGLE, INC. $ 669,009.94 114.0431% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 755,761.00 128.8312% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 760,841.00 129.6972% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 823,789.56 140.4277% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1400.00000 16800.00| 800.00000 9600.00| 1200.00000 14400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 33450.00000 33450.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5800.00000 5800.00| 2000.00000 2000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 227.100 m2 | 15.00000 3406.50| 18.00000 4087.80| 20.00000 4542.00 PAVEMENT, REMOVE | | | 0006 202-02241 123.300 m | 3.00000 369.90| 8.00000 986.40| 18.00000 2219.40 GUARDRAIL, REMOVE | | | 0007 202-02272 18.400 m | 11.70000 215.28| 8.00000 147.20| 29.00000 533.60 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 45000.00000 45000.00| 107800.00000 107800.00| 107000.00000 107000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 674.000 m2 | 3.75000 2527.50| 5.00000 3370.00| 5.50000 3707.00 SURFACE MILLING, ASPHALT | | | 0010 205-06937 250.000 m | 6.00000 1500.00| 3.00000 750.00| 5.40000 1350.00 TEMPORARY SILT FENCE | | | 0011 206-51230 203.000 m3 | 75.00000 15225.00| 75.00000 15225.00| 60.00000 12180.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-07454 123.000 m3 | 30.00000 3690.00| 40.00000 4920.00| 50.00000 6150.00 STRUCTURE BACKFILL | | | 0013 301-07448 602.000 Mg | 14.65000 8819.30| 18.00000 10836.00| 27.00000 16254.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 474 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,964.26 ROUTE : SR 162 CALL ORDER : 474 CONTRACT ID : B -26333-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-07449 175.000 Mg | 15.00000 2625.00| 18.00000 3150.00| 30.00000 5250.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 406-05521 3900.000 m2 | 0.25000 975.00| 0.25000 975.00| 0.10000 390.00 ASPHALT FOR TACK COAT | | | 0016 601-01128 4.000 EACH| 960.00000 3840.00| 1000.00000 4000.00| 1185.00000 4740.00 GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01701 1.000 EACH| 1730.00000 1730.00| 1795.00000 1795.00| 1525.00000 1525.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0018 601-01848 1.000 EACH| 1730.00000 1730.00| 1795.00000 1795.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0019 601-02103 34.300 m | 66.00000 2263.80| 68.00000 2332.40| 41.00000 1406.30 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0020 601-07024 2.000 EACH| 3650.00000 7300.00| 3800.00000 7600.00| 7000.00000 14000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0021 601-07024 1.000 EACH| 2900.00000 2900.00| 3000.00000 3000.00| 500.00000 500.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 , | | | SPARE PARTS PACKAGE | | | 0022 601-94689 2.000 EACH| 2300.00000 4600.00| 2395.00000 4790.00| 2030.00000 4060.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 24.800 m | 50.00000 1240.00| 52.00000 1289.60| 33.00000 818.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06639 119.000 m | 150.00000 17850.00| 110.00000 13090.00| 125.00000 14875.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06729 14.000 EACH| 9.00000 126.00| 7.00000 98.00| 7.00000 98.00 BARRIER DELINEATOR | | | 0026 610-06259 287.700 m2 | 51.00000 14672.70| 55.00000 15823.50| 75.00000 21577.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 610-07487 855.000 Mg | 57.40000 49077.00| 65.00000 55575.00| 60.00000 51300.00 HMA FOR APPROACHES, TYPE B | | | 0028 616-02320 65.000 m2 | 3.35000 217.75| 2.50000 162.50| 6.00000 390.00 GEOTEXTILES | | | 0029 616-06405 274.000 Mg | 24.00000 6576.00| 20.00000 5480.00| 24.00000 6576.00 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 1200.00000 1200.00| 200.00000 200.00| 1150.00000 1150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 1000.000 m2 | 1.15000 1150.00| 0.60000 600.00| 1.20000 1200.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 474 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,964.26 ROUTE : SR 162 CALL ORDER : 474 CONTRACT ID : B -26333-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 702-51005 117.700 m3 | 625.00000 73562.50| 750.00000 88275.00| 800.00000 94160.00 CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51015 17.100 m3 | 350.00000 5985.00| 750.00000 12825.00| 600.00000 10260.00 CONCRETE, B, FOOTINGS | | | 0034 702-51863 72.000 EACH| 11.00000 792.00| 9.00000 648.00| 20.00000 1440.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-01540 159.000 EACH| 13.00000 2067.00| 9.00000 1431.00| 20.00000 3180.00 THREADED TIE BAR ASSEMBLY | | | 0036 703-51030 34401.000 kg | 1.05000 36121.05| 1.30000 44721.30| 1.20000 41281.20 REINFORCING STEEL | | | 0037 703-51032 20895.000 kg | 1.15000 24029.25| 1.40000 29253.00| 1.40000 29253.00 REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 143.000 EACH| 11.25000 1608.75| 10.00000 1430.00| 15.00000 2145.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0039 704-05892 295.800 m3 | 450.00000 133110.00| 450.00000 133110.00| 525.00000 155295.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0040 706-05733 2.000 EACH| 1000.00000 2000.00| 900.00000 1800.00| 1400.00000 2800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0041 706-51020 16.400 m3 | 410.00000 6724.00| 395.00000 6478.00| 700.00000 11480.00 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 4555.00000 4555.00| 4521.74000 4521.74| 4750.00000 4750.00 SURFACE SEAL | | | 0043 711-05778 LUMP| 1800.00000 1800.00| 3000.00000 3000.00| 20000.00000 20000.00 JACKING AND SUPPORTING BENT CAPS | | | 0044 715-05756 3.000 m | 90.00000 270.00| 100.00000 300.00| 200.00000 600.00 PIPE EXTENSION, CIRCULAR, 300 mm METAL | | | 0045 715-46000 1.000 EACH| 225.00000 225.00| 150.00000 150.00| 350.00000 350.00 PIPE END SECTION, 300 mm | | | 0046 729-51875 2.000 m2 | 330.00000 660.00| 190.00000 380.00| 500.00000 1000.00 CONCRETE, A, PATCHING | | | 0047 801-06207 1594.000 m | 2.90000 4622.60| 3.00000 4782.00| 3.00000 4782.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| 90.00000 1980.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 55.00000 110.00| 50.00000 100.00| 30.00000 60.00 CONSTRUCTION SIGN, B | | | 0050 801-06710 180.000 DAY | 16.00000 2880.00| 16.00000 2880.00| 12.00000 2160.00 FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 16000.00000 16000.00| 9000.00000 9000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 474 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,964.26 ROUTE : SR 162 CALL ORDER : 474 CONTRACT ID : B -26333-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1878024 |(3) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-06712 47.000 m | 0.90000 42.30| 0.94000 44.18| 1.10000 51.70 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0053 808-06713 500.000 m | 0.90000 450.00| 0.94000 470.00| 1.10000 550.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 228.000 m | 0.90000 205.20| 0.94000 214.32| 1.10000 250.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-06716 774.000 m | 2.00000 1548.00| 2.00000 1548.00| 1.65000 1277.10 LINE, REMOVE | | | 0056 808-75996 28.000 EACH| 12.60000 352.80| 5.00000 140.00| 25.00000 700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 28.000 EACH| 81.48000 2281.44| 85.00000 2380.00| 39.75000 1113.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 586,628.62| $ 669,009.94| $ 755,761.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 586,628.62| $ 669,009.94| $ 755,761.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 474 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,964.26 ROUTE : SR 162 CALL ORDER : 474 CONTRACT ID : B -26333-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1009310 | |ERBER & MILLIGAN CONSTR. CO.|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1200.00000 14400.00| 2060.00000 24720.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 227.100 m2 | 20.00000 4542.00| 16.00000 3633.60| PAVEMENT, REMOVE | | | 0006 202-02241 123.300 m | 20.00000 2466.00| 3.00000 369.90| GUARDRAIL, REMOVE | | | 0007 202-02272 18.400 m | 20.00000 368.00| 24.00000 441.60| PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 135000.00000 135000.00| 80000.00000 80000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 674.000 m2 | 5.50000 3707.00| 4.60000 3100.40| SURFACE MILLING, ASPHALT | | | 0010 205-06937 250.000 m | 6.50000 1625.00| 6.50000 1625.00| TEMPORARY SILT FENCE | | | 0011 206-51230 203.000 m3 | 85.00000 17255.00| 34.00000 6902.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-07454 123.000 m3 | 32.00000 3936.00| 27.00000 3321.00| STRUCTURE BACKFILL | | | 0013 301-07448 602.000 Mg | 22.00000 13244.00| 23.60000 14207.20| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 303-07449 175.000 Mg | 22.00000 3850.00| 26.60000 4655.00| COMPACTED AGGREGATE, NO. 73 | | | 0015 406-05521 3900.000 m2 | 0.25000 975.00| 0.30000 1170.00| ASPHALT FOR TACK COAT | | | 0016 601-01128 4.000 EACH| 1300.00000 5200.00| 1080.00000 4320.00| GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01701 1.000 EACH| 1600.00000 1600.00| 1870.00000 1870.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0018 601-01848 1.000 EACH| 1700.00000 1700.00| 1870.00000 1870.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0019 601-02103 34.300 m | 45.00000 1543.50| 71.00000 2435.30| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 474 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,964.26 ROUTE : SR 162 CALL ORDER : 474 CONTRACT ID : B -26333-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1009310 | |ERBER & MILLIGAN CONSTR. CO.|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-07024 2.000 EACH| 5500.00000 11000.00| 4030.00000 8060.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0021 601-07024 1.000 EACH| 500.00000 500.00| 3250.00000 3250.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 , | | | SPARE PARTS PACKAGE | | | 0022 601-94689 2.000 EACH| 2250.00000 4500.00| 2480.00000 4960.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 24.800 m | 37.00000 917.60| 55.00000 1364.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06639 119.000 m | 55.00000 6545.00| 110.00000 13090.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06729 14.000 EACH| 8.00000 112.00| 11.00000 154.00| BARRIER DELINEATOR | | | 0026 610-06259 287.700 m2 | 60.00000 17262.00| 73.00000 21002.10| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 610-07487 855.000 Mg | 69.50000 59422.50| 63.40000 54207.00| HMA FOR APPROACHES, TYPE B | | | 0028 616-02320 65.000 m2 | 5.00000 325.00| 2.80000 182.00| GEOTEXTILES | | | 0029 616-06405 274.000 Mg | 24.00000 6576.00| 26.90000 7370.60| RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH| 500.00000 500.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 1000.000 m2 | 1.50000 1500.00| 2.20000 2200.00| MULCHED SEEDING, R | | | 0032 702-51005 117.700 m3 | 635.00000 74739.50| 712.00000 83802.40| CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51015 17.100 m3 | 500.00000 8550.00| 756.00000 12927.60| CONCRETE, B, FOOTINGS | | | 0034 702-51863 72.000 EACH| 20.00000 1440.00| 14.00000 1008.00| FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-01540 159.000 EACH| 8.75000 1391.25| 18.00000 2862.00| THREADED TIE BAR ASSEMBLY | | | 0036 703-51030 34401.000 kg | 1.40000 48161.40| 1.56000 53665.56| REINFORCING STEEL | | | 0037 703-51032 20895.000 kg | 1.50000 31342.50| 1.74000 36357.30| REINFORCING STEEL, EPOXY COATED | | | 0038 703-97936 143.000 EACH| 8.75000 1251.25| 15.80000 2259.40| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 474 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,964.26 ROUTE : SR 162 CALL ORDER : 474 CONTRACT ID : B -26333-A COUNTIES : DUBOIS LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1009310 | |ERBER & MILLIGAN CONSTR. CO.|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 704-05892 295.800 m3 | 595.00000 176001.00| 687.00000 203214.60| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0040 706-05733 2.000 EACH| 1200.00000 2400.00| 1260.00000 2520.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0041 706-51020 16.400 m3 | 500.00000 8200.00| 475.00000 7790.00| CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 5200.00000 5200.00| 5500.00000 5500.00| SURFACE SEAL | | | 0043 711-05778 LUMP| 7500.00000 7500.00| 30000.00000 30000.00| JACKING AND SUPPORTING BENT CAPS | | | 0044 715-05756 3.000 m | 57.50000 172.50| 216.00000 648.00| PIPE EXTENSION, CIRCULAR, 300 mm METAL | | | 0045 715-46000 1.000 EACH| 250.00000 250.00| 345.00000 345.00| PIPE END SECTION, 300 mm | | | 0046 729-51875 2.000 m2 | 550.00000 1100.00| 245.00000 490.00| CONCRETE, A, PATCHING | | | 0047 801-06207 1594.000 m | 3.00000 4782.00| 3.00000 4782.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 22.000 EACH| 160.00000 3520.00| 107.00000 2354.00| CONSTRUCTION SIGN, A | | | 0049 801-06645 2.000 EACH| 50.00000 100.00| 54.00000 108.00| CONSTRUCTION SIGN, B | | | 0050 801-06710 180.000 DAY | 15.00000 2700.00| 18.00000 3240.00| FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 10000.00000 10000.00| 28000.00000 28000.00| MAINTAINING TRAFFIC | | | 0052 808-06712 47.000 m | 3.00000 141.00| 1.00000 47.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0053 808-06713 500.000 m | 1.50000 750.00| 1.00000 500.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-06714 228.000 m | 1.50000 342.00| 1.00000 228.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0055 808-06716 774.000 m | 2.50000 1935.00| 2.00000 1548.00| LINE, REMOVE | | | 0056 808-75996 28.000 EACH| 15.00000 420.00| 14.00000 392.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 28.000 EACH| 85.00000 2380.00| 90.00000 2520.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 760,841.00| $ 823,789.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 760,841.00| $ 823,789.56| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4364006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,187,309.24 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 1,371,944.73 115.5507% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,462,752.87 123.1989% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 1,514,152.09 127.5280% 5 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,626,072.22 136.9543% 6 35-1068009 DYER CONSTRUCTION CO $ 1,763,547.68 148.5331% 7 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 1,950,789.68 164.3034% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1523985 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 24000.00000 24000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 2400.00000 21600.00| 1800.00000 16200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 60000.00000 60000.00| 62000.00000 62000.00| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 25.00000 50.00| 100.00000 200.00| 100.00000 200.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02286 1.000 EACH| 69993.36000 69993.36| 65000.00000 65000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 6437.000 m3 | 7.00000 45059.00| 9.00000 57933.00| 14.00000 90118.00 EXCAVATION, COMMON | | | 0008 203-02070 5249.000 m3 | 12.00000 62988.00| 13.08000 68656.92| 7.00000 36743.00 BORROW | | | 0009 203-02100 924.000 m3 | 10.00000 9240.00| 10.46000 9665.04| 7.70000 7114.80 EXCAVATION, PEAT | | | 0010 203-51223 6957.000 m3 | 10.00000 69570.00| 7.85000 54612.45| 8.40000 58438.80 EXCAVATION, WATERWAY | | | 0011 204-02290 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 500.00000 500.00 SETTLEMENT PLATE | | | 0012 205-03371 500.000 m3 | 9.00000 4500.00| 7.85000 3925.00| 10.00000 5000.00 SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1523985 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06932 59.000 m | 30.00000 1770.00| 33.00000 1947.00| 29.40000 1734.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06935 1.000 EACH| 3500.00000 3500.00| 1200.00000 1200.00| 3700.00000 3700.00 TEMPORARY SEDIMENT BASIN | | | 0015 205-06936 237.300 Mg | 40.00000 9492.00| 33.00000 7830.90| 24.50000 5813.85 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 1507.000 m | 4.65000 7007.55| 5.21000 7851.47| 4.65000 7007.55 TEMPORARY SILT FENCE | | | 0017 206-51220 30.000 m3 | 30.00000 900.00| 130.00000 3900.00| 135.40000 4062.00 EXCAVATION, WET | | | 0018 207-07500 2402.000 m2 | 3.25000 7806.50| 3.55000 8527.10| 12.80000 30745.60 SUBGRADE TREATMENT, TYPE C | | | 0019 207-07503 4045.000 m2 | 0.75000 3033.75| 3.59000 14521.55| 1.00000 4045.00 SUBGRADE TREATMENT, TYPE E | | | 0020 211-07454 108.000 m3 | 25.00000 2700.00| 28.72000 3101.76| 15.00000 1620.00 STRUCTURE BACKFILL | | | 0021 213-52830 5.200 m3 | 150.00000 780.00| 196.15000 1019.98| 123.00000 639.60 FLOWABLE MORTAR | | | 0022 301-07448 3182.000 Mg | 14.00000 44548.00| 15.00000 47730.00| 16.40000 52184.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 303-01180 591.000 Mg | 21.00000 12411.00| 15.00000 8865.00| 17.30000 10224.30 COMPACTED AGGREGATE, NO. 53 | | | 0024 402-07432 315.000 Mg | 60.00000 18900.00| 80.00000 25200.00| 70.00000 22050.00 HMA SURFACE, TYPE A | | | 0025 402-07433 191.000 Mg | 61.00000 11651.00| 80.00000 15280.00| 70.00000 13370.00 HMA SURFACE, TYPE B | | | 0026 402-07435 529.000 Mg | 46.00000 24334.00| 61.60000 32586.40| 55.00000 29095.00 HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 321.000 Mg | 45.00000 14445.00| 61.60000 19773.60| 55.00000 17655.00 HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 1040.000 Mg | 37.00000 38480.00| 53.76000 55910.40| 48.00000 49920.00 HMA BASE, TYPE B | | | 0029 404-05511 119.000 m2 | 9.25000 1100.75| 20.16000 2399.04| 18.00000 2142.00 SEAL COAT, 2 | | | 0030 405-05517 11.200 Mg | 442.00000 4950.40| 412.50000 4620.00| 375.00000 4200.00 ASPHALT FOR PRIME COAT | | | 0031 406-05520 3.100 Mg | 750.00000 2325.00| 550.00000 1705.00| 500.00000 1550.00 ASPHALT FOR TACK COAT | | | 0032 601-01128 4.000 EACH| 1100.00000 4400.00| 1232.00000 4928.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE WGB | | | 0033 601-01625 1.000 EACH| 1400.00000 1400.00| 1550.00000 1550.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1523985 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-01626 1.000 EACH| 1400.00000 1400.00| 1550.00000 1550.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0035 601-02206 121.920 m | 29.00000 3535.68| 32.00000 3901.44| 29.00000 3535.68 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0036 601-05071 2.000 EACH| 1600.00000 3200.00| 1760.00000 3520.00| 1600.00000 3200.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0037 601-06037 2.000 EACH| 500.00000 1000.00| 600.00000 1200.00| 500.00000 1000.00 GUARDRAIL END TREATMENT, I | | | 0038 601-97080 4.000 EACH| 1900.00000 7600.00| 2090.00000 8360.00| 1900.00000 7600.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 32.410 m | 39.00000 1263.99| 42.90000 1390.39| 39.00000 1263.99 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 7.000 EACH| 4.00000 28.00| 20.00000 140.00| 10.00000 70.00 BARRIER DELINEATOR | | | 0041 610-06259 205.500 m2 | 50.00000 10275.00| 60.00000 12330.00| 69.00000 14179.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 610-07486 1262.000 Mg | 46.00000 58052.00| 56.00000 70672.00| 50.00000 63100.00 HMA FOR APPROACHES, TYPE A | | | 0043 611-06497 1.000 EACH| 150.00000 150.00| 200.00000 200.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 30.000 EACH| 120.00000 3600.00| 150.00000 4500.00| 120.00000 3600.00 RIGHT OF WAY MARKER | | | 0045 615-06505 12.000 EACH| 300.00000 3600.00| 500.00000 6000.00| 400.00000 4800.00 MONUMENT, B | | | 0046 615-06510 1.000 EACH| 300.00000 300.00| 450.00000 450.00| 300.00000 300.00 MONUMENT, C | | | 0047 615-06527 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 300.00000 300.00 MONUMENT, SECTION CORNER | | | 0048 616-02320 5189.000 m2 | 1.75000 9080.75| 3.89000 20185.21| 1.75000 9080.75 GEOTEXTILES | | | 0049 616-06405 4774.000 Mg | 22.00000 105028.00| 28.00000 133672.00| 16.90000 80680.60 RIPRAP, REVETMENT | | | 0050 616-06451 266.000 Mg | 24.00000 6384.00| 28.00000 7448.00| 19.40000 5160.40 RIPRAP, UNIFORM | | | 0051 621-01004 3.000 EACH| 775.00000 2325.00| 852.00000 2556.00| 775.00000 2325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1523985 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 621-02770 420.000 m2 | 2.12000 890.40| 2.50000 1050.00| 2.12000 890.40 EROSION CONTROL BLANKET | | | 0053 621-06545 3.150 Mg | 586.00000 1845.90| 700.00000 2205.00| 586.00000 1845.90 FERTILIZER | | | 0054 621-06548 31.000 kg | 55.00000 1705.00| 75.00000 2325.00| 55.00000 1705.00 SEED MIXTURE, CV | | | 0055 621-06553 532.000 kg | 6.17000 3282.44| 6.79000 3612.28| 6.17000 3282.44 SEED MIXTURE, R | | | 0056 621-06557 252.000 kg | 4.98000 1254.96| 5.50000 1386.00| 4.98000 1254.96 SEED MIXTURE, T | | | 0057 621-06565 25.000 Mg | 448.00000 11200.00| 600.00000 15000.00| 448.00000 11200.00 MULCHING MATERIAL | | | 0058 621-06567 26.100 kL | 0.55000 14.36| 0.70000 18.27| 0.55000 14.36 WATER | | | 0059 621-06574 603.000 m2 | 4.50000 2713.50| 6.50000 3919.50| 4.50000 2713.50 SODDING | | | 0060 621-06575 844.000 m2 | 4.50000 3798.00| 6.50000 5486.00| 4.50000 3798.00 SODDING, NURSERY | | | 0061 701-51195 170.400 m | 130.00000 22152.00| 106.81000 18200.42| 90.00000 15336.00 PILE, STEEL H, HP 310 X 79 | | | 0062 701-91792 20.000 EACH| 95.00000 1900.00| 80.00000 1600.00| 90.00000 1800.00 PILE TIP, STEEL H | | | 0063 701-97874 46.800 m | 550.00000 25740.00| 300.00000 14040.00| 290.00000 13572.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0064 703-51030 13772.000 kg | 1.25000 17215.00| 1.35000 18592.20| 1.49000 20520.28 REINFORCING STEEL | | | 0065 703-51032 11551.000 kg | 1.35000 15593.85| 1.51000 17442.01| 1.65000 19059.15 REINFORCING STEEL, EPOXY COATED | | | 0067 706-05733 4.000 EACH| 1500.00000 6000.00| 1400.00000 5600.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0068 706-51020 10.700 m3 | 600.00000 6420.00| 850.00000 9095.00| 550.00000 5885.00 CONCRETE, C, RAILING | | | 0069 709-51821 LUMP| 3150.00000 3150.00| 3500.00000 3500.00| 2850.00000 2850.00 SURFACE SEAL | | | 0070 713-51335 LUMP| 90000.00000 90000.00| 160000.00000 160000.00| 224000.00000 224000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0071 715-02628 2.000 EACH| 400.00000 800.00| 224.00000 448.00| 411.00000 822.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0072 715-02629 3.000 EACH| 475.00000 1425.00| 35.00000 105.00| 628.00000 1884.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1523985 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-02630 1.000 EACH| 650.00000 650.00| 500.00000 500.00| 865.00000 865.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0074 715-02630 1.000 EACH| 650.00000 650.00| 500.00000 500.00| 981.00000 981.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | TEMPORARY | | | 0075 715-03475 1.000 EACH| 375.00000 375.00| 200.00000 200.00| 381.00000 381.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0076 715-05119 31.000 m | 75.00000 2325.00| 40.00000 1240.00| 65.00000 2015.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0077 715-05121 58.000 m | 80.00000 4640.00| 50.00000 2900.00| 80.00000 4640.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0078 715-05125 20.500 m | 125.00000 2562.50| 70.00000 1435.00| 140.00000 2870.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0079 715-05169 51.000 m | 75.00000 3825.00| 40.00000 2040.00| 67.00000 3417.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0080 715-05171 30.000 m | 25.00000 750.00| 45.00000 1350.00| 80.00000 2400.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0081 715-05173 51.500 m | 115.00000 5922.50| 60.00000 3090.00| 109.00000 5613.50 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0082 715-05173 25.000 m | 115.00000 2875.00| 65.00000 1625.00| 109.00000 2725.00 PIPE, TYPE 3, CIRCULAR, 600 mm TEMPORARY| | | 0083 715-05595 18.000 m | 80.00000 1440.00| 40.00000 720.00| 97.00000 1746.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | TEMPORARY | | | 0084 715-46005 5.000 EACH| 345.00000 1725.00| 120.00000 600.00| 355.00000 1775.00 PIPE END SECTION, 375 mm | | | 0085 715-46005 1.000 EACH| 345.00000 345.00| 125.00000 125.00| 440.00000 440.00 PIPE END SECTION, 375 mm TEMPORARY | | | 0086 715-46020 1.000 EACH| 400.00000 400.00| 200.00000 200.00| 460.00000 460.00 PIPE END SECTION, 600 mm | | | 0087 715-97689 2.000 EACH| 3200.00000 6400.00| 3500.00000 7000.00| 3450.00000 6900.00 GRATED BOX END SECTION, I, 3:1, 750 mm | | | 0088 720-04682 1.000 EACH| 2300.00000 2300.00| 1000.00000 1000.00| 6600.00000 6600.00 INLET MODIFIED | | | 0089 721-43000 1.000 EACH| 775.00000 775.00| 700.00000 700.00| 1135.00000 1135.00 AUTOMATIC DRAINAGE GATE, 300 mm | | | 0090 721-43005 2.000 EACH| 900.00000 1800.00| 800.00000 1600.00| 870.00000 1740.00 AUTOMATIC DRAINAGE GATE, 375 mm | | | 0091 721-43010 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| 1012.00000 1012.00 AUTOMATIC DRAINAGE GATE, 450 mm | | | 0092 721-43020 3.000 EACH| 1100.00000 3300.00| 2200.00000 6600.00| 1505.00000 4515.00 AUTOMATIC DRAINAGE GATE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1523985 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 721-43020 1.000 EACH| 1100.00000 1100.00| 2200.00000 2200.00| 1885.00000 1885.00 AUTOMATIC DRAINAGE GATE, 600 mm | | | TEMPORARY | | | 0094 801-04308 6.000 EACH| 125.00000 750.00| 350.00000 2100.00| 185.00000 1110.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06203 1379.000 m | 0.70000 965.30| 0.58000 799.82| 0.85000 1172.15 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0096 801-06207 415.000 m | 2.60000 1079.00| 2.93000 1215.95| 3.60000 1494.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0097 801-06640 33.000 EACH| 75.00000 2475.00| 200.00000 6600.00| 70.00000 2310.00 CONSTRUCTION SIGN, A | | | 0098 801-06645 10.000 EACH| 26.00000 260.00| 50.00000 500.00| 55.00000 550.00 CONSTRUCTION SIGN, B | | | 0099 801-06775 LUMP| 5000.00000 5000.00| 13000.00000 13000.00| 18111.00000 18111.00 MAINTAINING TRAFFIC | | | 0100 801-07118 57.600 m | 16.00000 921.60| 50.00000 2880.00| 28.00000 1612.80 BARRICADE, III-A | | | 0101 801-07119 14.400 m | 22.00000 316.80| 70.00000 1008.00| 32.00000 460.80 BARRICADE, III-B | | | 0102 802-05701 15.200 m | 28.00000 425.60| 200.00000 3040.00| 28.00000 425.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0103 802-76025 1.120 m2 | 140.00000 156.80| 120.00000 134.40| 190.00000 212.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0104 802-76035 1.800 m2 | 150.00000 270.00| 120.00000 216.00| 240.00000 432.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0105 808-06703 524.000 m | 1.60000 838.40| 1.50000 786.00| 1.65000 864.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0106 808-06713 1130.000 m | 1.20000 1356.00| 0.69000 779.70| 0.63000 711.90 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0107 808-06714 1122.000 m | 1.20000 1346.40| 0.69000 774.18| 0.63000 706.86 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0108 808-06716 318.000 m | 1.50000 477.00| 1.32000 419.76| 1.30000 413.40 LINE, REMOVE | | | 0109 808-75051 82.000 m | 5.00000 410.00| 3.50000 287.00| 3.95000 323.90 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0110 808-75063 19.000 m | 5.00000 95.00| 3.50000 66.50| 3.95000 75.05 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1523985 |(3) 35-1035114 |RIETH RILEY CONSTRUCTION |WIRTZ & YATES, INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-75240 57.000 m | 1.60000 91.20| 3.57000 203.49| 1.65000 94.05 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0112 808-75297 21.000 m | 10.00000 210.00| 38.10000 800.10| 11.15000 234.15 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0113 622-52436 4.000 EACH| 25.00000 100.00| 30.00000 120.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0114 622-91786 350.000 EACH| 9.12000 3192.00| 11.00000 3850.00| 9.12000 3192.00 SEEDLING | | | 0115 704-05892 160.700 m3 | 650.00000 104455.00| 522.71000 83999.50| 825.00000 132577.50 CONCRETE, QC/QA, SUPERSTRUCTURE | | | SECTION TOTALS | $ 1,187,309.24| $ 1,371,944.73| $ 1,462,752.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,187,309.24| $ 1,371,944.73| $ 1,462,752.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1582109 |(6) 35-1068009 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 18500.00000 18500.00| 30000.00000 30000.00| 15575.00000 15575.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2133.79000 19204.11| 2472.18000 22249.62| 1500.00000 13500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 80503.63000 80503.63| 75000.00000 75000.00| 82000.00000 82000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14833.11000 14833.11| 4000.00000 4000.00| 19835.00000 19835.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 63.00000 126.00| 100.00000 200.00| 200.00000 400.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02286 1.000 EACH| 65049.97000 65049.97| 50000.00000 50000.00| 33175.00000 33175.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 6437.000 m3 | 15.12000 97327.44| 13.00000 83681.00| 8.36000 53813.32 EXCAVATION, COMMON | | | 0008 203-02070 5249.000 m3 | 22.42000 117682.58| 19.00000 99731.00| 20.85000 109441.65 BORROW | | | 0009 203-02100 924.000 m3 | 19.21000 17750.04| 15.00000 13860.00| 12.19000 11263.56 EXCAVATION, PEAT | | | 0010 203-51223 6957.000 m3 | 17.20000 119660.40| 23.00000 160011.00| 13.21000 91901.97 EXCAVATION, WATERWAY | | | 0011 204-02290 1.000 EACH| 2205.20000 2205.20| 1000.00000 1000.00| 1235.00000 1235.00 SETTLEMENT PLATE | | | 0012 205-03371 500.000 m3 | 11.32000 5660.00| 25.00000 12500.00| 8.46000 4230.00 SEDIMENT REMOVE | | | 0013 205-06932 59.000 m | 29.40000 1734.60| 29.40000 1734.60| 31.62000 1865.58 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06935 1.000 EACH| 7626.87000 7626.87| 1700.00000 1700.00| 2235.00000 2235.00 TEMPORARY SEDIMENT BASIN | | | 0015 205-06936 237.300 Mg | 36.68000 8704.16| 34.00000 8068.20| 24.05000 5707.07 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 1507.000 m | 4.65000 7007.55| 4.65000 7007.55| 6.60000 9946.20 TEMPORARY SILT FENCE | | | 0017 206-51220 30.000 m3 | 19.30000 579.00| 24.00000 720.00| 134.60000 4038.00 EXCAVATION, WET | | | 0018 207-07500 2402.000 m2 | 4.99000 11985.98| 6.00000 14412.00| 4.39000 10544.78 SUBGRADE TREATMENT, TYPE C | | | 0019 207-07503 4045.000 m2 | 4.44000 17959.80| 1.00000 4045.00| 5.21000 21074.45 SUBGRADE TREATMENT, TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1582109 |(6) 35-1068009 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 211-07454 108.000 m3 | 42.49000 4588.92| 30.00000 3240.00| 37.52000 4052.16 STRUCTURE BACKFILL | | | 0021 213-52830 5.200 m3 | 311.83000 1621.52| 100.00000 520.00| 128.93000 670.44 FLOWABLE MORTAR | | | 0022 301-07448 3182.000 Mg | 16.69000 53107.58| 18.00000 57276.00| 11.88000 37802.16 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 303-01180 591.000 Mg | 26.51000 15667.41| 20.00000 11820.00| 13.50000 7978.50 COMPACTED AGGREGATE, NO. 53 | | | 0024 402-07432 315.000 Mg | 70.00000 22050.00| 70.00000 22050.00| 75.35000 23735.25 HMA SURFACE, TYPE A | | | 0025 402-07433 191.000 Mg | 70.00000 13370.00| 70.00000 13370.00| 75.35000 14391.85 HMA SURFACE, TYPE B | | | 0026 402-07435 529.000 Mg | 55.00000 29095.00| 55.00000 29095.00| 59.20000 31316.80 HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 321.000 Mg | 55.00000 17655.00| 55.00000 17655.00| 59.20000 19003.20 HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 1040.000 Mg | 48.00000 49920.00| 48.00000 49920.00| 51.66000 53726.40 HMA BASE, TYPE B | | | 0029 404-05511 119.000 m2 | 18.00000 2142.00| 18.00000 2142.00| 19.37000 2305.03 SEAL COAT, 2 | | | 0030 405-05517 11.200 Mg | 375.00000 4200.00| 375.00000 4200.00| 403.58000 4520.10 ASPHALT FOR PRIME COAT | | | 0031 406-05520 3.100 Mg | 500.00000 1550.00| 500.00000 1550.00| 538.38000 1668.98 ASPHALT FOR TACK COAT | | | 0032 601-01128 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1185.00000 4740.00 GUARDRAIL TRANSITION TYPE WGB | | | 0033 601-01625 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0034 601-01626 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0035 601-02206 121.920 m | 29.00000 3535.68| 29.00000 3535.68| 31.20000 3803.90 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0036 601-05071 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 3440.00000 6880.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0037 601-06037 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 1075.00000 2150.00 GUARDRAIL END TREATMENT, I | | | 0038 601-97080 4.000 EACH| 1900.00000 7600.00| 1900.00000 7600.00| 8175.00000 32700.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1582109 |(6) 35-1068009 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-99105 32.410 m | 39.00000 1263.99| 39.00000 1263.99| 41.95000 1359.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 7.000 EACH| 54.86000 384.02| 8.00000 56.00| 4.30000 30.10 BARRIER DELINEATOR | | | 0041 610-06259 205.500 m2 | 109.40000 22481.70| 60.00000 12330.00| 64.60000 13275.30 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 610-07486 1262.000 Mg | 50.00000 63100.00| 50.00000 63100.00| 53.82000 67920.84 HMA FOR APPROACHES, TYPE A | | | 0043 611-06497 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 160.00000 160.00 MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 30.000 EACH| 120.00000 3600.00| 275.00000 8250.00| 129.20000 3876.00 RIGHT OF WAY MARKER | | | 0045 615-06505 12.000 EACH| 400.00000 4800.00| 300.00000 3600.00| 430.50000 5166.00 MONUMENT, B | | | 0046 615-06510 1.000 EACH| 300.00000 300.00| 250.00000 250.00| 322.90000 322.90 MONUMENT, C | | | 0047 615-06527 1.000 EACH| 300.00000 300.00| 250.00000 250.00| 322.90000 322.90 MONUMENT, SECTION CORNER | | | 0048 616-02320 5189.000 m2 | 2.44000 12661.16| 1.50000 7783.50| 2.00000 10378.00 GEOTEXTILES | | | 0049 616-06405 4774.000 Mg | 23.99000 114528.26| 30.00000 143220.00| 19.50000 93093.00 RIPRAP, REVETMENT | | | 0050 616-06451 266.000 Mg | 25.56000 6798.96| 30.00000 7980.00| 22.75000 6051.50 RIPRAP, UNIFORM | | | 0051 621-01004 3.000 EACH| 775.00000 2325.00| 775.00000 2325.00| 835.00000 2505.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02770 420.000 m2 | 2.12000 890.40| 2.12000 890.40| 2.29000 961.80 EROSION CONTROL BLANKET | | | 0053 621-06545 3.150 Mg | 586.00000 1845.90| 586.00000 1845.90| 630.15000 1984.97 FERTILIZER | | | 0054 621-06548 31.000 kg | 55.00000 1705.00| 55.00000 1705.00| 59.20000 1835.20 SEED MIXTURE, CV | | | 0055 621-06553 532.000 kg | 6.17000 3282.44| 6.17000 3282.44| 6.65000 3537.80 SEED MIXTURE, R | | | 0056 621-06557 252.000 kg | 4.98000 1254.96| 4.98000 1254.96| 5.36000 1350.72 SEED MIXTURE, T | | | 0057 621-06565 25.000 Mg | 448.00000 11200.00| 448.00000 11200.00| 480.00000 12000.00 MULCHING MATERIAL | | | 0058 621-06567 26.100 kL | 0.55000 14.36| 0.55000 14.36| 0.01000 0.26 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1582109 |(6) 35-1068009 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-06574 603.000 m2 | 4.50000 2713.50| 4.50000 2713.50| 4.85000 2924.55 SODDING | | | 0060 621-06575 844.000 m2 | 4.50000 3798.00| 4.50000 3798.00| 4.85000 4093.40 SODDING, NURSERY | | | 0061 701-51195 170.400 m | 122.16000 20816.06| 100.00000 17040.00| 183.00000 31183.20 PILE, STEEL H, HP 310 X 79 | | | 0062 701-91792 20.000 EACH| 66.37000 1327.40| 85.00000 1700.00| 108.70000 2174.00 PILE TIP, STEEL H | | | 0063 701-97874 46.800 m | 305.77000 14310.04| 300.00000 14040.00| 1829.75000 85632.30 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0064 703-51030 13772.000 kg | 1.31000 18041.32| 1.48000 20382.56| 1.95000 26855.40 REINFORCING STEEL | | | 0065 703-51032 11551.000 kg | 1.47000 16979.97| 1.87000 21600.37| 2.10000 24257.10 REINFORCING STEEL, EPOXY COATED | | | 0067 706-05733 4.000 EACH| 1750.00000 7000.00| 1400.00000 5600.00| 1725.00000 6900.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0068 706-51020 10.700 m3 | 386.00000 4130.20| 600.00000 6420.00| 699.50000 7484.65 CONCRETE, C, RAILING | | | 0069 709-51821 LUMP| 285.00000 285.00| 3000.00000 3000.00| 7000.00000 7000.00 SURFACE SEAL | | | 0070 713-51335 LUMP| 91882.59000 91882.59| 230000.00000 230000.00| 355990.00000 355990.00 TEMPORARY BRIDGE AND APPROACHES | | | 0071 715-02628 2.000 EACH| 900.06000 1800.12| 380.00000 760.00| 368.50000 737.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0072 715-02629 3.000 EACH| 979.67000 2939.01| 500.00000 1500.00| 451.00000 1353.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0073 715-02630 1.000 EACH| 1148.60000 1148.60| 700.00000 700.00| 626.00000 626.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | 0074 715-02630 1.000 EACH| 1148.60000 1148.60| 875.00000 875.00| 626.00000 626.00 SAFETY METAL END SECTION, 6:1, 600 mm | | | TEMPORARY | | | 0075 715-03475 1.000 EACH| 880.68000 880.68| 385.00000 385.00| 350.00000 350.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0076 715-05119 31.000 m | 85.59000 2653.29| 98.00000 3038.00| 62.91000 1950.21 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0077 715-05121 58.000 m | 109.76000 6366.08| 101.00000 5858.00| 70.70000 4100.60 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0078 715-05125 20.500 m | 124.71000 2556.56| 140.00000 2870.00| 91.22000 1870.01 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0079 715-05169 51.000 m | 105.04000 5357.04| 90.00000 4590.00| 67.45000 3439.95 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1582109 |(6) 35-1068009 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-05171 30.000 m | 109.76000 3292.80| 102.00000 3060.00| 76.00000 2280.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0081 715-05173 51.500 m | 91.10000 4691.65| 120.00000 6180.00| 80.60000 4150.90 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0082 715-05173 25.000 m | 166.35000 4158.75| 150.00000 3750.00| 80.28000 2007.00 PIPE, TYPE 3, CIRCULAR, 600 mm TEMPORARY| | | 0083 715-05595 18.000 m | 106.42000 1915.56| 130.00000 2340.00| 106.00000 1908.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | TEMPORARY | | | 0084 715-46005 5.000 EACH| 456.40000 2282.00| 325.00000 1625.00| 316.90000 1584.50 PIPE END SECTION, 375 mm | | | 0085 715-46005 1.000 EACH| 850.24000 850.24| 400.00000 400.00| 316.90000 316.90 PIPE END SECTION, 375 mm TEMPORARY | | | 0086 715-46020 1.000 EACH| 900.68000 900.68| 475.00000 475.00| 369.00000 369.00 PIPE END SECTION, 600 mm | | | 0087 715-97689 2.000 EACH| 4554.15000 9108.30| 5000.00000 10000.00| 3535.00000 7070.00 GRATED BOX END SECTION, I, 3:1, 750 mm | | | 0088 720-04682 1.000 EACH| 3283.60000 3283.60| 2000.00000 2000.00| 28575.00000 28575.00 INLET MODIFIED | | | 0089 721-43000 1.000 EACH| 1623.10000 1623.10| 700.00000 700.00| 950.00000 950.00 AUTOMATIC DRAINAGE GATE, 300 mm | | | 0090 721-43005 2.000 EACH| 1736.10000 3472.20| 850.00000 1700.00| 1015.00000 2030.00 AUTOMATIC DRAINAGE GATE, 375 mm | | | 0091 721-43010 1.000 EACH| 1751.10000 1751.10| 950.00000 950.00| 1235.00000 1235.00 AUTOMATIC DRAINAGE GATE, 450 mm | | | 0092 721-43020 3.000 EACH| 1973.10000 5919.30| 1300.00000 3900.00| 1435.00000 4305.00 AUTOMATIC DRAINAGE GATE, 600 mm | | | 0093 721-43020 1.000 EACH| 1973.10000 1973.10| 1500.00000 1500.00| 1685.00000 1685.00 AUTOMATIC DRAINAGE GATE, 600 mm | | | TEMPORARY | | | 0094 801-04308 6.000 EACH| 185.00000 1110.00| 225.00000 1350.00| 199.00000 1194.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06203 1379.000 m | 0.85000 1172.15| 1.00000 1379.00| 0.91000 1254.89 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0096 801-06207 415.000 m | 3.60000 1494.00| 3.75000 1556.25| 3.86000 1601.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0097 801-06640 33.000 EACH| 70.00000 2310.00| 125.00000 4125.00| 75.35000 2486.55 CONSTRUCTION SIGN, A | | | 0098 801-06645 10.000 EACH| 55.00000 550.00| 75.00000 750.00| 59.20000 592.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1582109 |(6) 35-1068009 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-06775 LUMP| 3800.00000 3800.00| 15000.00000 15000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0100 801-07118 57.600 m | 28.00000 1612.80| 45.00000 2592.00| 30.10000 1733.76 BARRICADE, III-A | | | 0101 801-07119 14.400 m | 32.00000 460.80| 47.00000 676.80| 34.70000 499.68 BARRICADE, III-B | | | 0102 802-05701 15.200 m | 35.50000 539.60| 30.00000 456.00| 28.90000 439.28 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0103 802-76025 1.120 m2 | 223.00000 249.76| 150.00000 168.00| 144.35000 161.67 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0104 802-76035 1.800 m2 | 186.00000 334.80| 150.00000 270.00| 156.00000 280.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0105 808-06703 524.000 m | 1.65000 864.60| 1.70000 890.80| 1.78000 932.72 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0106 808-06713 1130.000 m | 0.63000 711.90| 0.42000 474.60| 0.70000 791.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0107 808-06714 1122.000 m | 0.63000 706.86| 0.42000 471.24| 0.70000 785.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0108 808-06716 318.000 m | 1.30000 413.40| 2.50000 795.00| 1.42000 451.56 LINE, REMOVE | | | 0109 808-75051 82.000 m | 3.95000 323.90| 7.50000 615.00| 4.27000 350.14 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0110 808-75063 19.000 m | 3.95000 75.05| 7.50000 142.50| 4.25000 80.75 LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0111 808-75240 57.000 m | 1.65000 94.05| 1.70000 96.90| 1.75000 99.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0112 808-75297 21.000 m | 11.15000 234.15| 9.50000 199.50| 11.90000 249.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0113 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | 0114 622-91786 350.000 EACH| 9.12000 3192.00| 9.12000 3192.00| 9.82000 3437.00 SEEDLING | | | 0115 704-05892 160.700 m3 | 858.47000 137956.13| 680.00000 109276.00| 881.45000 141649.02 CONCRETE, QC/QA, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1582109 |(6) 35-1068009 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|DYER CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,514,152.09| $ 1,626,072.22| $ 1,763,547.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,514,152.09| $ 1,626,072.22| $ 1,763,547.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 16000.00000 16000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2250.00000 20250.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 90000.00000 90000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 18000.00000 18000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 58.00000 116.00| | BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02286 1.000 EACH| 230000.00000 230000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 6437.000 m3 | 8.36000 53813.32| | EXCAVATION, COMMON | | | 0008 203-02070 5249.000 m3 | 20.85000 109441.65| | BORROW | | | 0009 203-02100 924.000 m3 | 12.19000 11263.56| | EXCAVATION, PEAT | | | 0010 203-51223 6957.000 m3 | 13.21000 91901.97| | EXCAVATION, WATERWAY | | | 0011 204-02290 1.000 EACH| 1235.00000 1235.00| | SETTLEMENT PLATE | | | 0012 205-03371 500.000 m3 | 13.00000 6500.00| | SEDIMENT REMOVE | | | 0013 205-06932 59.000 m | 29.40000 1734.60| | TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06935 1.000 EACH| 1200.00000 1200.00| | TEMPORARY SEDIMENT BASIN | | | 0015 205-06936 237.300 Mg | 31.34000 7436.98| | TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 1507.000 m | 4.65000 7007.55| | TEMPORARY SILT FENCE | | | 0017 206-51220 30.000 m3 | 134.60000 4038.00| | EXCAVATION, WET | | | 0018 207-07500 2402.000 m2 | 4.39000 10544.78| | SUBGRADE TREATMENT, TYPE C | | | 0019 207-07503 4045.000 m2 | 5.21000 21074.45| | SUBGRADE TREATMENT, TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 211-07454 108.000 m3 | 37.52000 4052.16| | STRUCTURE BACKFILL | | | 0021 213-52830 5.200 m3 | 150.00000 780.00| | FLOWABLE MORTAR | | | 0022 301-07448 3182.000 Mg | 20.05000 63799.10| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 303-01180 591.000 Mg | 20.05000 11849.55| | COMPACTED AGGREGATE, NO. 53 | | | 0024 402-07432 315.000 Mg | 70.00000 22050.00| | HMA SURFACE, TYPE A | | | 0025 402-07433 191.000 Mg | 70.00000 13370.00| | HMA SURFACE, TYPE B | | | 0026 402-07435 529.000 Mg | 55.00000 29095.00| | HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 321.000 Mg | 55.00000 17655.00| | HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 1040.000 Mg | 48.00000 49920.00| | HMA BASE, TYPE B | | | 0029 404-05511 119.000 m2 | 18.00000 2142.00| | SEAL COAT, 2 | | | 0030 405-05517 11.200 Mg | 375.00000 4200.00| | ASPHALT FOR PRIME COAT | | | 0031 406-05520 3.100 Mg | 500.00000 1550.00| | ASPHALT FOR TACK COAT | | | 0032 601-01128 4.000 EACH| 1100.00000 4400.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0033 601-01625 1.000 EACH| 1400.00000 1400.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0034 601-01626 1.000 EACH| 1400.00000 1400.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0035 601-02206 121.920 m | 29.00000 3535.68| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0036 601-05071 2.000 EACH| 1600.00000 3200.00| | GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0037 601-06037 2.000 EACH| 500.00000 1000.00| | GUARDRAIL END TREATMENT, I | | | 0038 601-97080 4.000 EACH| 1900.00000 7600.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 601-99105 32.410 m | 39.00000 1263.99| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 7.000 EACH| 5.00000 35.00| | BARRIER DELINEATOR | | | 0041 610-06259 205.500 m2 | 59.00000 12124.50| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 610-07486 1262.000 Mg | 50.00000 63100.00| | HMA FOR APPROACHES, TYPE A | | | 0043 611-06497 1.000 EACH| 150.00000 150.00| | MAILBOX ASSEMBLY, SINGLE | | | 0044 615-06490 30.000 EACH| 120.00000 3600.00| | RIGHT OF WAY MARKER | | | 0045 615-06505 12.000 EACH| 400.00000 4800.00| | MONUMENT, B | | | 0046 615-06510 1.000 EACH| 300.00000 300.00| | MONUMENT, C | | | 0047 615-06527 1.000 EACH| 300.00000 300.00| | MONUMENT, SECTION CORNER | | | 0048 616-02320 5189.000 m2 | 2.00000 10378.00| | GEOTEXTILES | | | 0049 616-06405 4774.000 Mg | 20.95000 100015.30| | RIPRAP, REVETMENT | | | 0050 616-06451 266.000 Mg | 22.75000 6051.50| | RIPRAP, UNIFORM | | | 0051 621-01004 3.000 EACH| 775.00000 2325.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02770 420.000 m2 | 2.12000 890.40| | EROSION CONTROL BLANKET | | | 0053 621-06545 3.150 Mg | 586.00000 1845.90| | FERTILIZER | | | 0054 621-06548 31.000 kg | 55.00000 1705.00| | SEED MIXTURE, CV | | | 0055 621-06553 532.000 kg | 6.25000 3325.00| | SEED MIXTURE, R | | | 0056 621-06557 252.000 kg | 5.00000 1260.00| | SEED MIXTURE, T | | | 0057 621-06565 25.000 Mg | 448.00000 11200.00| | MULCHING MATERIAL | | | 0058 621-06567 26.100 kL | 0.55000 14.36| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-06574 603.000 m2 | 4.50000 2713.50| | SODDING | | | 0060 621-06575 844.000 m2 | 4.50000 3798.00| | SODDING, NURSERY | | | 0061 701-51195 170.400 m | 153.50000 26156.40| | PILE, STEEL H, HP 310 X 79 | | | 0062 701-91792 20.000 EACH| 95.00000 1900.00| | PILE TIP, STEEL H | | | 0063 701-97874 46.800 m | 1602.00000 74973.60| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0064 703-51030 13772.000 kg | 1.51000 20795.72| | REINFORCING STEEL | | | 0065 703-51032 11551.000 kg | 1.71000 19752.21| | REINFORCING STEEL, EPOXY COATED | | | 0067 706-05733 4.000 EACH| 1350.00000 5400.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0068 706-51020 10.700 m3 | 600.00000 6420.00| | CONCRETE, C, RAILING | | | 0069 709-51821 LUMP| 3400.00000 3400.00| | SURFACE SEAL | | | 0070 713-51335 LUMP| 400000.00000 400000.00| | TEMPORARY BRIDGE AND APPROACHES | | | 0071 715-02628 2.000 EACH| 368.50000 737.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0072 715-02629 3.000 EACH| 451.00000 1353.00| | SAFETY METAL END SECTION, 6:1, 450 mm | | | 0073 715-02630 1.000 EACH| 626.00000 626.00| | SAFETY METAL END SECTION, 6:1, 600 mm | | | 0074 715-02630 1.000 EACH| 626.00000 626.00| | SAFETY METAL END SECTION, 6:1, 600 mm | | | TEMPORARY | | | 0075 715-03475 1.000 EACH| 350.00000 350.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0076 715-05119 31.000 m | 63.00000 1953.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0077 715-05121 58.000 m | 71.00000 4118.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0078 715-05125 20.500 m | 166.00000 3403.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0079 715-05169 51.000 m | 44.00000 2244.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-05171 30.000 m | 135.00000 4050.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0081 715-05173 51.500 m | 38.00000 1957.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0082 715-05173 25.000 m | 63.50000 1587.50| | PIPE, TYPE 3, CIRCULAR, 600 mm TEMPORARY| | | 0083 715-05595 18.000 m | 105.00000 1890.00| | PIPE EXTENSION, CIRCULAR, 375 mm | | | TEMPORARY | | | 0084 715-46005 5.000 EACH| 317.00000 1585.00| | PIPE END SECTION, 375 mm | | | 0085 715-46005 1.000 EACH| 317.00000 317.00| | PIPE END SECTION, 375 mm TEMPORARY | | | 0086 715-46020 1.000 EACH| 369.00000 369.00| | PIPE END SECTION, 600 mm | | | 0087 715-97689 2.000 EACH| 3535.00000 7070.00| | GRATED BOX END SECTION, I, 3:1, 750 mm | | | 0088 720-04682 1.000 EACH| 28575.00000 28575.00| | INLET MODIFIED | | | 0089 721-43000 1.000 EACH| 950.00000 950.00| | AUTOMATIC DRAINAGE GATE, 300 mm | | | 0090 721-43005 2.000 EACH| 1015.00000 2030.00| | AUTOMATIC DRAINAGE GATE, 375 mm | | | 0091 721-43010 1.000 EACH| 1235.00000 1235.00| | AUTOMATIC DRAINAGE GATE, 450 mm | | | 0092 721-43020 3.000 EACH| 1435.00000 4305.00| | AUTOMATIC DRAINAGE GATE, 600 mm | | | 0093 721-43020 1.000 EACH| 1685.00000 1685.00| | AUTOMATIC DRAINAGE GATE, 600 mm | | | TEMPORARY | | | 0094 801-04308 6.000 EACH| 215.00000 1290.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06203 1379.000 m | 0.50000 689.50| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0096 801-06207 415.000 m | 2.55000 1058.25| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0097 801-06640 33.000 EACH| 121.00000 3993.00| | CONSTRUCTION SIGN, A | | | 0098 801-06645 10.000 EACH| 40.00000 400.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-06775 LUMP| 4600.00000 4600.00| | MAINTAINING TRAFFIC | | | 0100 801-07118 57.600 m | 43.00000 2476.80| | BARRICADE, III-A | | | 0101 801-07119 14.400 m | 47.00000 676.80| | BARRICADE, III-B | | | 0102 802-05701 15.200 m | 35.50000 539.60| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0103 802-76025 1.120 m2 | 223.00000 249.76| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0104 802-76035 1.800 m2 | 186.00000 334.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0105 808-06703 524.000 m | 1.31000 686.44| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0106 808-06713 1130.000 m | 0.60000 678.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0107 808-06714 1122.000 m | 0.60000 673.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0108 808-06716 318.000 m | 1.15000 365.70| | LINE, REMOVE | | | 0109 808-75051 82.000 m | 3.10000 254.20| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0110 808-75063 19.000 m | 3.10000 58.90| | LINE, PREFORMED PLASTIC, BROKEN, YELLOW,| | | 100 mm | | | 0111 808-75240 57.000 m | 3.10000 176.70| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0112 808-75297 21.000 m | 9.80000 205.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0113 622-52436 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT MOW OR SPRAY | | | 0114 622-91786 350.000 EACH| 9.12000 3192.00| | SEEDLING | | | 0115 704-05892 160.700 m3 | 750.00000 120525.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 480 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,432,532.00 ROUTE : SR 49 CALL ORDER : 480 CONTRACT ID : B -26452-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1106884 | | |ELLAS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,950,789.68| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,950,789.68| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,842.00 ROUTE : SR 46 CALL ORDER : 490 CONTRACT ID : B -26481-A COUNTIES : MONROE LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4953003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 313,800.00 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 316,274.40 100.7885% 3 35-1801998 CLR, INC. $ 320,298.71 102.0709% 4 35-1310611 DUNCAN ROBERTSON INC $ 349,043.30 111.2311% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 386,325.90 123.1121% 6 35-1663068 SIMS & PEDIGO COMPANY $ 406,362.53 129.4973% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 600.00000 600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1200.00000 7200.00| 1000.00000 6000.00| 1600.00000 9600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 15500.00000 15500.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 144.000 m2 | 18.00000 2592.00| 20.00000 2880.00| 22.00000 3168.00 PAVEMENT, REMOVE | | | 0005 202-02241 74.000 m | 4.50000 333.00| 3.00000 222.00| 15.00000 1110.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 35000.00000 35000.00| 42500.00000 42500.00| 34935.00000 34935.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 369.000 m2 | 5.50000 2029.50| 6.00000 2214.00| 6.00000 2214.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 13.800 m3 | 80.00000 1104.00| 25.00000 345.00| 85.00000 1173.00 EXCAVATION, COMMON | | | 0009 203-02070 3.700 m3 | 90.00000 333.00| 25.00000 92.50| 249.00000 921.30 BORROW | | | 0010 211-06467 4.900 m3 | 90.00000 441.00| 50.00000 245.00| 240.00000 1176.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 301-07448 109.000 Mg | 25.00000 2725.00| 25.00000 2725.00| 46.00000 5014.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 404-05511 170.000 m2 | 18.00000 3060.00| 12.00000 2040.00| 4.75000 807.50 SEAL COAT, 2 | | | 0013 406-05521 835.000 m2 | 0.06000 50.10| 0.25000 208.75| 0.50000 417.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,842.00 ROUTE : SR 46 CALL ORDER : 490 CONTRACT ID : B -26481-A COUNTIES : MONROE LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01522 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1215.00000 4860.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01625 2.000 EACH| 1400.00000 2800.00| 1450.00000 2900.00| 1350.00000 2700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-06037 2.000 EACH| 500.00000 1000.00| 550.00000 1100.00| 585.00000 1170.00 GUARDRAIL END TREATMENT, I | | | 0017 601-94689 2.000 EACH| 2000.00000 4000.00| 2250.00000 4500.00| 1925.00000 3850.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 71.000 m | 35.00000 2485.00| 37.50000 2662.50| 41.50000 2946.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06729 10.000 EACH| 7.00000 70.00| 8.00000 80.00| 75.00000 750.00 BARRIER DELINEATOR | | | 0020 610-06257 304.000 m2 | 70.00000 21280.00| 60.00000 18240.00| 78.00000 23712.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 610-07487 106.000 Mg | 91.00000 9646.00| 90.00000 9540.00| 100.00000 10600.00 HMA FOR APPROACHES, TYPE B | | | 0022 619-95315 LUMP| 10000.00000 10000.00| 16500.00000 16500.00| 12000.00000 12000.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0023 621-01004 1.000 EACH| 350.00000 350.00| 400.00000 400.00| 365.00000 365.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06560 1000.000 m2 | 0.90000 900.00| 1.00000 1000.00| 0.80000 800.00 MULCHED SEEDING, U | | | 0025 702-51005 10.200 m3 | 1000.00000 10200.00| 500.00000 5100.00| 620.00000 6324.00 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51863 590.000 EACH| 6.00000 3540.00| 6.50000 3835.00| 4.85000 2861.50 FIELD DRILLED HOLE IN CONCRETE | | | 0027 702-61005 LUMP| 2400.00000 2400.00| 1500.00000 1500.00| 2200.00000 2200.00 EXTENSION OF CAST IRON DRAIN | | | 0028 703-51030 4755.000 kg | 1.40000 6657.00| 1.50000 7132.50| 1.50000 7132.50 REINFORCING STEEL | | | 0029 703-51032 5803.000 kg | 1.60000 9284.80| 1.60000 9284.80| 1.98000 11489.94 REINFORCING STEEL, EPOXY COATED | | | 0030 704-51002 15.000 m3 | 750.00000 11250.00| 550.00000 8250.00| 300.00000 4500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1250.00000 5000.00| 1000.00000 4000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 709-51821 LUMP| 2660.00000 2660.00| 2500.00000 2500.00| 2500.00000 2500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,842.00 ROUTE : SR 46 CALL ORDER : 490 CONTRACT ID : B -26481-A COUNTIES : MONROE LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 711-01786 4.000 EACH| 100.00000 400.00| 120.00000 480.00| 150.00000 600.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0035 711-91149 LUMP| 16500.00000 16500.00| 27500.00000 27500.00| 20000.00000 20000.00 STRAIGHTEN STEEL BEAM | | | 0036 715-05595 5.000 m | 115.00000 575.00| 135.00000 675.00| 250.00000 1250.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0037 715-46005 1.000 EACH| 240.00000 240.00| 275.00000 275.00| 330.00000 330.00 PIPE END SECTION, 375 mm | | | 0038 722-51401 15.000 m2 | 500.00000 7500.00| 200.00000 3000.00| 380.00000 5700.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 984.000 m2 | 45.00000 44280.00| 45.00000 44280.00| 45.00000 44280.00 BRIDGE DECK OVERLAY | | | 0040 722-51846 15.300 m3 | 434.50000 6647.85| 434.50000 6647.85| 434.50000 6647.85 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 235.000 m2 | 70.00000 16450.00| 69.50000 16332.50| 72.00000 16920.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 800.000 m2 | 5.00000 4000.00| 4.50000 3600.00| 3.35000 2680.00 SURFACE MILLING | | | 0043 724-03276 34.000 m | 250.00000 8500.00| 225.00000 7650.00| 295.00000 10030.00 EXPANSION JOINT SEALING SYSTEM | | | 0044 801-04308 3.000 EACH| 210.00000 630.00| 240.00000 720.00| 220.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06625 45.000 EACH| 45.00000 2025.00| 55.00000 2475.00| 50.00000 2250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 18.000 EACH| 59.00000 1062.00| 80.00000 1440.00| 115.00000 2070.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP| 3733.35000 3733.35| 4500.00000 4500.00| 9400.00000 9400.00 MAINTAINING TRAFFIC | | | 0048 801-07118 28.800 m | 14.00000 403.20| 20.00000 576.00| 50.00000 1440.00 BARRICADE, III-A | | | 0049 801-07119 7.200 m | 16.00000 115.20| 20.00000 144.00| 75.00000 540.00 BARRICADE, III-B | | | 0050 808-06713 308.000 m | 1.75000 539.00| 2.00000 616.00| 1.82000 560.56 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 308.000 m | 1.75000 539.00| 2.00000 616.00| 1.82000 560.56 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 706-51025 118.000 m | 165.00000 19470.00| 125.00000 14750.00| 99.00000 11682.00 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 313,800.00| $ 316,274.40| $ 320,298.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 313,800.00| $ 316,274.40| $ 320,298.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,842.00 ROUTE : SR 46 CALL ORDER : 490 CONTRACT ID : B -26481-A COUNTIES : MONROE LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1618530 |(6) 35-1663068 |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1250.00000 7500.00| 1500.00000 9000.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 19000.00000 19000.00| 19300.00000 19300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 144.000 m2 | 25.00000 3600.00| 20.00000 2880.00| 52.00000 7488.00 PAVEMENT, REMOVE | | | 0005 202-02241 74.000 m | 4.00000 296.00| 5.00000 370.00| 3.50000 259.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 50000.00000 50000.00| 50000.00000 50000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 369.000 m2 | 5.00000 1845.00| 4.00000 1476.00| 7.00000 2583.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 13.800 m3 | 50.00000 690.00| 50.00000 690.00| 100.00000 1380.00 EXCAVATION, COMMON | | | 0009 203-02070 3.700 m3 | 50.00000 185.00| 120.00000 444.00| 200.00000 740.00 BORROW | | | 0010 211-06467 4.900 m3 | 75.00000 367.50| 125.00000 612.50| 100.00000 490.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 301-07448 109.000 Mg | 30.00000 3270.00| 35.00000 3815.00| 25.00000 2725.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 404-05511 170.000 m2 | 14.00000 2380.00| 19.00000 3230.00| 17.75000 3017.50 SEAL COAT, 2 | | | 0013 406-05521 835.000 m2 | 0.55000 459.25| 0.07000 58.45| 50.10000 41833.50 ASPHALT FOR TACK COAT | | | 0014 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-01625 2.000 EACH| 1300.00000 2600.00| 1350.00000 2700.00| 1195.00000 2390.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0016 601-06037 2.000 EACH| 660.00000 1320.00| 600.00000 1200.00| 600.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0017 601-94689 2.000 EACH| 2450.00000 4900.00| 1900.00000 3800.00| 2195.00000 4390.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 71.000 m | 40.00000 2840.00| 42.00000 2982.00| 36.00000 2556.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06729 10.000 EACH| 10.00000 100.00| 7.50000 75.00| 9.00000 90.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 490 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,842.00 ROUTE : SR 46 CALL ORDER : 490 CONTRACT ID : B -26481-A COUNTIES : MONROE LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1618530 |(6) 35-1663068 |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06257 304.000 m2 | 60.00000 18240.00| 70.00000 21280.00| 55.00000 16720.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0021 610-07487 106.000 Mg | 90.00000 9540.00| 100.00000 10600.00| 91.00000 9646.00 HMA FOR APPROACHES, TYPE B | | | 0022 619-95315 LUMP| 20000.00000 20000.00| 16000.00000 16000.00| 16500.00000 16500.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0023 621-01004 1.000 EACH| 500.00000 500.00| 375.00000 375.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06560 1000.000 m2 | 1.00000 1000.00| 1.00000 1000.00| 0.90000 900.00 MULCHED SEEDING, U | | | 0025 702-51005 10.200 m3 | 1000.00000 10200.00| 1200.00000 12240.00| 600.00000 6120.00 CONCRETE, A, SUBSTRUCTURE | | | 0026 702-51863 590.000 EACH| 6.00000 3540.00| 10.00000 5900.00| 7.00000 4130.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 702-61005 LUMP| 200.00000 200.00| 5000.00000 5000.00| 300.00000 300.00 EXTENSION OF CAST IRON DRAIN | | | 0028 703-51030 4755.000 kg | 1.30000 6181.50| 1.60000 7608.00| 1.75000 8321.25 REINFORCING STEEL | | | 0029 703-51032 5803.000 kg | 1.40000 8124.20| 1.90000 11025.70| 1.75000 10155.25 REINFORCING STEEL, EPOXY COATED | | | 0030 704-51002 15.000 m3 | 1000.00000 15000.00| 1200.00000 18000.00| 600.00000 9000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1000.00000 4000.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 709-51821 LUMP| 3000.00000 3000.00| 2700.00000 2700.00| 2632.30000 2632.30 SURFACE SEAL | | | 0034 711-01786 4.000 EACH| 100.00000 400.00| 70.00000 280.00| 200.00000 800.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0035 711-91149 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 30000.00000 30000.00 STRAIGHTEN STEEL BEAM | | | 0036 715-05595 5.000 m | 100.00000 500.00| 215.00000 1075.00| 30.00000 150.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0037 715-46005 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 200.00000 200.00 PIPE END SECTION, 375 mm | | | 0038 722-51401 15.000 m2 | 100.00000 1500.00| 200.00000 3000.00| 324.00000 4860.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 984.000 m2 | 40.00000 39360.00| 60.00000 59040.00| 44.00000 43296.00 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 490 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 405,842.00 ROUTE : SR 46 CALL ORDER : 490 CONTRACT ID : B -26481-A COUNTIES : MONROE LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-1618530 |(6) 35-1663068 |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVI|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51846 15.300 m3 | 434.50000 6647.85| 434.50000 6647.85| 434.50000 6647.85 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 235.000 m2 | 80.00000 18800.00| 40.00000 9400.00| 162.00000 38070.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 800.000 m2 | 5.00000 4000.00| 4.00000 3200.00| 8.00000 6400.00 SURFACE MILLING | | | 0043 724-03276 34.000 m | 500.00000 17000.00| 400.00000 13600.00| 125.00000 4250.00 EXPANSION JOINT SEALING SYSTEM | | | 0044 801-04308 3.000 EACH| 325.00000 975.00| 250.00000 750.00| 295.00000 885.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06625 45.000 EACH| 85.00000 3825.00| 75.00000 3375.00| 78.00000 3510.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 18.000 EACH| 82.50000 1485.00| 75.00000 1350.00| 75.00000 1350.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0048 801-07118 28.800 m | 60.00000 1728.00| 15.00000 432.00| 55.60000 1601.28 BARRICADE, III-A | | | 0049 801-07119 7.200 m | 68.00000 489.60| 17.00000 122.40| 62.50000 450.00 BARRICADE, III-B | | | 0050 808-06713 308.000 m | 0.90000 277.20| 2.00000 616.00| 0.78000 240.24 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06714 308.000 m | 0.90000 277.20| 2.00000 616.00| 0.78000 240.24 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0052 706-51025 118.000 m | 100.00000 11800.00| 120.00000 14160.00| 122.84000 14495.12 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 349,043.30| $ 386,325.90| $ 406,362.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 349,043.30| $ 386,325.90| $ 406,362.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2264016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,595,468.35 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 2,722,000.00 104.8750% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,269,189.65 125.9576% 4 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 3,896,648.33 150.1327% ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 18750.00000 18750.00| 100000.00000 100000.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1850.00000 16650.00| 1625.00000 14625.00| 1600.00000 14400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 158550.00000 158550.00| 120000.00000 120000.00| 160000.00000 160000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 44350.00000 44350.00| 48000.00000 48000.00| 53387.86000 53387.86 CLEARING RIGHT OF WAY | | | 0005 202-02240 8800.000 m2 | 4.20000 36960.00| 4.00000 35200.00| 16.00000 140800.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 159485.00000 159485.00| 120000.00000 120000.00| 170000.00000 170000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 511.000 m2 | 6.00000 3066.00| 5.00000 2555.00| 5.25000 2682.75 SURFACE MILLING, ASPHALT | | | 0008 202-74035 24.000 EACH| 42.00000 1008.00| 60.00000 1440.00| 40.00000 960.00 SIGN, REMOVE | | | 0009 203-02000 1443.000 m3 | 15.30000 22077.90| 35.00000 50505.00| 10.50000 15151.50 EXCAVATION, COMMON | | | 0010 203-02070 36920.000 m3 | 9.10000 335972.00| 9.50000 350740.00| 15.00000 553800.00 BORROW | | | 0011 205-06930 4.800 Mg | 530.00000 2544.00| 66.00000 316.80| 67.00000 321.60 SPLASHPAD, RIPRAP | | | 0012 205-06937 1425.000 m | 5.00000 7125.00| 5.00000 7125.00| 4.76000 6783.00 TEMPORARY SILT FENCE | | | 0013 205-06938 49.000 m | 44.50000 2180.50| 38.00000 1862.00| 36.00000 1764.00 TEMPORARY SLOPE DRAIN | | | 0014 207-07498 4168.000 m2 | 8.90000 37095.20| 2.75000 11462.00| 7.50000 31260.00 SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02050 3823.000 m3 | 13.07000 49966.61| 12.00000 45876.00| 30.00000 114690.00 B BORROW | | | 0016 211-06467 96.000 m3 | 40.00000 3840.00| 37.00000 3552.00| 61.00000 5856.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 7850.000 m3 | 18.40000 144440.00| 12.00000 94200.00| 30.00000 235500.00 STRUCTURE BACKFILL | | | 0018 301-07448 3943.200 Mg | 17.00000 67034.40| 16.00000 63091.20| 25.00000 98580.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-07320 376.900 Mg | 40.00000 15076.00| 43.00000 16206.70| 40.00000 15076.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0020 401-07329 1080.000 Mg | 40.00000 43200.00| 43.00000 46440.00| 40.00000 43200.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0021 401-07399 1502.800 Mg | 33.50000 50343.80| 35.00000 52598.00| 33.50000 50343.80 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07406 1103.600 Mg | 30.00000 33108.00| 30.00000 33108.00| 30.00000 33108.00 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0023 401-07414 6998.300 Mg | 32.00000 223945.60| 32.00000 223945.60| 32.00000 223945.60 QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | 0024 402-07453 697.600 Mg | 43.00000 29996.80| 43.00000 29996.80| 61.55000 42937.28 HMA FOR TEMPORARY PAVEMENT | | | 0025 405-05517 9.400 Mg | 299.50000 2815.30| 299.50000 2815.30| 299.50000 2815.30 ASPHALT FOR PRIME COAT | | | 0026 406-05520 10.300 Mg | 236.00000 2430.80| 236.00000 2430.80| 236.00000 2430.80 ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1260.00000 5040.00| 1140.00000 4560.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-07023 2.000 EACH| 5145.00000 10290.00| 7500.00000 15000.00| 4900.00000 9800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0029 601-94689 4.000 EACH| 1995.00000 7980.00| 1875.00000 7500.00| 1900.00000 7600.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 874.395 m | 30.25000 26450.45| 31.00000 27106.25| 28.81000 25191.32 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06639 224.000 m | 47.90000 10729.60| 0.01000 2.24| 1.00000 224.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 1116.000 m | 39.50000 44082.00| 0.01000 11.16| 1.00000 1116.00 TEMPORARY CONCRETE BARRIER | | | 0033 602-06729 8.000 EACH| 5.25000 42.00| 5.00000 40.00| 8.00000 64.00 BARRIER DELINEATOR | | | 0034 605-05523 640.000 m | 13.00000 8320.00| 13.00000 8320.00| 13.00000 8320.00 CURB, HMA | | | 0035 605-06105 32.000 m | 134.00000 4288.00| 47.00000 1504.00| 50.00000 1600.00 CURB, INTEGRAL, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 605-94811 10.000 EACH| 750.00000 7500.00| 650.00000 6500.00| 600.00000 6000.00 CURB TURNOUT | | | 0037 607-02333 58.000 m | 80.00000 4640.00| 100.00000 5800.00| 80.00000 4640.00 GUTTER, LIP, CONCRETE, REINFORCED | | | 0038 610-06259 628.600 m2 | 50.00000 31430.00| 50.00000 31430.00| 60.00000 37716.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 234.200 Mg | 52.25000 12236.95| 52.25000 12236.95| 52.25000 12236.95 HMA FOR APPROACHES, TYPE A | | | 0040 615-06490 13.000 EACH| 136.50000 1774.50| 115.00000 1495.00| 400.00000 5200.00 RIGHT OF WAY MARKER | | | 0041 615-06505 4.000 EACH| 483.00000 1932.00| 510.00000 2040.00| 375.00000 1500.00 MONUMENT, B | | | 0042 616-02320 1061.000 m2 | 2.75000 2917.75| 1.31000 1389.91| 1.80000 1909.80 GEOTEXTILES | | | 0043 616-06396 380.000 Mg | 26.30000 9994.00| 24.00000 9120.00| 35.00000 13300.00 RIPRAP | | | 0044 621-01004 4.000 EACH| 918.75000 3675.00| 875.00000 3500.00| 875.00000 3500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02363 14688.000 m2 | 0.27000 3965.76| 0.26000 3818.88| 0.26000 3818.88 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0046 621-02770 13890.000 m2 | 1.60000 22224.00| 1.52000 21112.80| 1.52000 21112.80 EROSION CONTROL BLANKET | | | 0047 621-06545 0.658 Mg | 1262.78000 830.91| 1184.42000 779.35| 1202.64000 791.34 FERTILIZER 800 | | | 0048 621-06548 15.000 kg | 51.98000 779.70| 49.50000 742.50| 49.50000 742.50 SEED MIXTURE, CV | | | 0049 621-06553 279.000 kg | 8.47000 2363.13| 8.07000 2251.53| 8.07000 2251.53 SEED MIXTURE, R | | | 0050 621-06565 13.000 Mg | 341.25000 4436.25| 325.00000 4225.00| 325.00000 4225.00 MULCHING MATERIAL | | | 0051 701-04576 770.000 m | 90.00000 69300.00| 91.72000 70624.40| 100.00000 77000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm | | | 0052 703-01540 48.000 EACH| 13.00000 624.00| 25.17000 1208.16| 17.25000 828.00 THREADED TIE BAR ASSEMBLY | | | 0053 703-51032 41132.000 kg | 1.20000 49358.40| 1.07000 44011.24| 1.50000 61698.00 REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 356.000 EACH| 11.00000 3916.00| 20.75000 7387.00| 20.00000 7120.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 704-05892 163.800 m3 | 550.00000 90090.00| 800.00000 131040.00| 775.00000 126945.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0056 704-51002 140.700 m3 | 600.00000 84420.00| 950.00000 133665.00| 350.00000 49245.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05734 4.000 EACH| 1600.00000 6400.00| 2100.00000 8400.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0058 706-51020 20.200 m3 | 575.00000 11615.00| 1100.00000 22220.00| 600.00000 12120.00 CONCRETE, C, RAILING | | | 0059 707-05987 331.400 m | 500.00000 165700.00| 500.00000 165700.00| 510.00000 169014.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | 0060 709-51821 LUMP| 4000.00000 4000.00| 4263.00000 4263.00| 4686.00000 4686.00 SURFACE SEAL | | | 0061 715-05407 76.000 m | 20.00000 1520.00| 9.07000 689.32| 50.00000 3800.00 PIPE, END BENT DRAIN, 150 mm | | | 0062 731-93945 1368.000 m2 | 121.99000 166882.32| 135.00000 184680.00| 160.88000 220083.84 FACE PANELS, CONCRETE | | | 0063 731-93946 1368.000 m2 | 75.00000 102600.00| 100.00000 136800.00| 125.00000 171000.00 WALL ERECTION | | | 0064 731-93947 220.000 m | 35.00000 7700.00| 55.00000 12100.00| 75.00000 16500.00 LEVELING PAD, CONCRETE | | | 0065 801-01093 4.000 EACH| 661.50000 2646.00| 630.00000 2520.00| 630.00000 2520.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0066 801-04308 7.000 EACH| 204.75000 1433.25| 195.00000 1365.00| 195.00000 1365.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06207 9523.000 m | 2.69000 25616.87| 2.56000 24378.88| 2.56000 24378.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0068 801-06640 25.000 EACH| 121.80000 3045.00| 116.00000 2900.00| 116.00000 2900.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 1.000 EACH| 52.50000 52.50| 50.00000 50.00| 50.00000 50.00 CONSTRUCTION SIGN, B | | | 0070 801-06710 540.000 DAY | 10.50000 5670.00| 10.00000 5400.00| 10.00000 5400.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 22850.00000 22850.00| 87525.89000 87525.89| 39750.00000 39750.00 MAINTAINING TRAFFIC | | | 0072 801-07119 75.600 m | 30.45000 2302.02| 29.00000 2192.40| 29.00000 2192.40 BARRICADE, III-B | | | 0073 802-91122 24.000 EACH| 187.95000 4510.80| 68.00000 1632.00| 179.00000 4296.00 SIGN, GROUND MOUNTED, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 36-2231526 |(3) 35-1582109 |RIETH RILEY CONSTRUCTION |WALSH CONSTR CO. OF ILL |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-06701 845.000 m | 1.16000 980.20| 1.10000 929.50| 1.10000 929.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0075 808-06713 3418.000 m | 0.50000 1709.00| 0.48000 1640.64| 0.35000 1196.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06716 800.000 m | 1.52000 1216.00| 1.60000 1280.00| 1.45000 1160.00 LINE, REMOVE | | | 0077 808-75051 122.000 m | 6.72000 819.84| 6.40000 780.80| 7.50000 915.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0078 808-75054 122.000 m | 6.72000 819.84| 6.40000 780.80| 7.50000 915.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0079 808-75059 30.000 m | 6.72000 201.60| 6.40000 192.00| 7.50000 225.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0080 808-75245 3316.000 m | 1.16000 3846.56| 1.10000 3647.60| 1.10000 3647.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0081 808-75996 168.000 EACH| 1.00000 168.00| 12.00000 2016.00| 16.14000 2711.52 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 168.000 EACH| 19.43000 3264.24| 18.50000 3108.00| 18.00000 3024.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0083 703-51030 8920.000 kg | 1.15000 10258.00| 0.93000 8295.60| 1.00000 8920.00 REINFORCING STEEL | | | SECTION TOTALS | $ 2,595,468.35| $ 2,722,000.00| $ 3,269,189.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,595,468.35| $ 2,722,000.00| $ 3,269,189.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 | | |NORTHERN INDIANA CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 48345.00000 48345.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2255.00000 20295.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 181260.00000 181260.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 222000.00000 222000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 8800.000 m2 | 15.55000 136840.00| | PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 500000.00000 500000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 511.000 m2 | 7.90000 4036.90| | SURFACE MILLING, ASPHALT | | | 0008 202-74035 24.000 EACH| 40.00000 960.00| | SIGN, REMOVE | | | 0009 203-02000 1443.000 m3 | 14.40000 20779.20| | EXCAVATION, COMMON | | | 0010 203-02070 36920.000 m3 | 16.50000 609180.00| | BORROW | | | 0011 205-06930 4.800 Mg | 62.00000 297.60| | SPLASHPAD, RIPRAP | | | 0012 205-06937 1425.000 m | 2.72000 3876.00| | TEMPORARY SILT FENCE | | | 0013 205-06938 49.000 m | 66.70000 3268.30| | TEMPORARY SLOPE DRAIN | | | 0014 207-07498 4168.000 m2 | 8.45000 35219.60| | SUBGRADE TREATMENT, TYPE A | | | 0015 211-02050 3823.000 m3 | 28.21000 107846.83| | B BORROW | | | 0016 211-06467 96.000 m3 | 41.00000 3936.00| | AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 7850.000 m3 | 28.21000 221448.50| | STRUCTURE BACKFILL | | | 0018 301-07448 3943.200 Mg | 16.85000 66442.92| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-07320 376.900 Mg | 40.00000 15076.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0020 401-07329 1080.000 Mg | 40.00000 43200.00| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 | | |NORTHERN INDIANA CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07399 1502.800 Mg | 33.50000 50343.80| | QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07406 1103.600 Mg | 30.00000 33108.00| | QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0023 401-07414 6998.300 Mg | 32.00000 223945.60| | QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | 0024 402-07453 697.600 Mg | 43.00000 29996.80| | HMA FOR TEMPORARY PAVEMENT | | | 0025 405-05517 9.400 Mg | 299.50000 2815.30| | ASPHALT FOR PRIME COAT | | | 0026 406-05520 10.300 Mg | 236.00000 2430.80| | ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1200.00000 4800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-07023 2.000 EACH| 4900.00000 9800.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0029 601-94689 4.000 EACH| 1900.00000 7600.00| | GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 874.395 m | 28.81000 25191.32| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06639 224.000 m | 93.90000 21033.60| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0032 602-06646 1116.000 m | 85.77000 95719.32| | TEMPORARY CONCRETE BARRIER | | | 0033 602-06729 8.000 EACH| 5.00000 40.00| | BARRIER DELINEATOR | | | 0034 605-05523 640.000 m | 13.00000 8320.00| | CURB, HMA | | | 0035 605-06105 32.000 m | 46.57000 1490.24| | CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0036 605-94811 10.000 EACH| 481.00000 4810.00| | CURB TURNOUT | | | 0037 607-02333 58.000 m | 81.63000 4734.54| | GUTTER, LIP, CONCRETE, REINFORCED | | | 0038 610-06259 628.600 m2 | 57.45000 36113.07| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 234.200 Mg | 52.25000 12236.95| | HMA FOR APPROACHES, TYPE A | | | 0040 615-06490 13.000 EACH| 130.00000 1690.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 | | |NORTHERN INDIANA CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 615-06505 4.000 EACH| 460.00000 1840.00| | MONUMENT, B | | | 0042 616-02320 1061.000 m2 | 3.12000 3310.32| | GEOTEXTILES | | | 0043 616-06396 380.000 Mg | 27.55000 10469.00| | RIPRAP | | | 0044 621-01004 4.000 EACH| 875.00000 3500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-02363 14688.000 m2 | 0.26000 3818.88| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0046 621-02770 13890.000 m2 | 1.52000 21112.80| | EROSION CONTROL BLANKET | | | 0047 621-06545 0.658 Mg | 1199.00000 788.94| | FERTILIZER 800 | | | 0048 621-06548 15.000 kg | 49.50000 742.50| | SEED MIXTURE, CV | | | 0049 621-06553 279.000 kg | 8.07000 2251.53| | SEED MIXTURE, R | | | 0050 621-06565 13.000 Mg | 325.00000 4225.00| | MULCHING MATERIAL | | | 0051 701-04576 770.000 m | 77.06000 59336.20| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm | | | 0052 703-01540 48.000 EACH| 10.00000 480.00| | THREADED TIE BAR ASSEMBLY | | | 0053 703-51032 41132.000 kg | 1.44000 59230.08| | REINFORCING STEEL, EPOXY COATED | | | 0054 703-97936 356.000 EACH| 12.62000 4492.72| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0055 704-05892 163.800 m3 | 699.02000 114499.48| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0056 704-51002 140.700 m3 | 800.00000 112560.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05734 4.000 EACH| 1836.25000 7345.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0058 706-51020 20.200 m3 | 650.00000 13130.00| | CONCRETE, C, RAILING | | | 0059 707-05987 331.400 m | 489.45000 162203.73| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 | | |NORTHERN INDIANA CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 709-51821 LUMP| 9550.00000 9550.00| | SURFACE SEAL | | | 0061 715-05407 76.000 m | 25.00000 1900.00| | PIPE, END BENT DRAIN, 150 mm | | | 0062 731-93945 1368.000 m2 | 136.33000 186499.44| | FACE PANELS, CONCRETE | | | 0063 731-93946 1368.000 m2 | 135.75000 185706.00| | WALL ERECTION | | | 0064 731-93947 220.000 m | 85.00000 18700.00| | LEVELING PAD, CONCRETE | | | 0065 801-01093 4.000 EACH| 630.00000 2520.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0066 801-04308 7.000 EACH| 195.00000 1365.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06207 9523.000 m | 2.56000 24378.88| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0068 801-06640 25.000 EACH| 116.00000 2900.00| | CONSTRUCTION SIGN, A | | | 0069 801-06645 1.000 EACH| 50.00000 50.00| | CONSTRUCTION SIGN, B | | | 0070 801-06710 540.000 DAY | 10.00000 5400.00| | FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 21098.04000 21098.04| | MAINTAINING TRAFFIC | | | 0072 801-07119 75.600 m | 29.00000 2192.40| | BARRICADE, III-B | | | 0073 802-91122 24.000 EACH| 179.00000 4296.00| | SIGN, GROUND MOUNTED, RESET | | | 0074 808-06701 845.000 m | 1.10000 929.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0075 808-06713 3418.000 m | 0.35000 1196.30| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06716 800.000 m | 2.50000 2000.00| | LINE, REMOVE | | | 0077 808-75051 122.000 m | 7.50000 915.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0078 808-75054 122.000 m | 7.50000 915.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 500 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,451,577.43 ROUTE : US 20 CALL ORDER : 500 CONTRACT ID : B -26672-A COUNTIES : LAPORTE LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 | | |NORTHERN INDIANA CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75059 30.000 m | 7.50000 225.00| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0080 808-75245 3316.000 m | 1.10000 3647.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0081 808-75996 168.000 EACH| 5.50000 924.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 168.000 EACH| 25.00000 4200.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0083 703-51030 8920.000 kg | 1.04000 9276.80| | REINFORCING STEEL | | | SECTION TOTALS | $ 3,896,648.33| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,896,648.33| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 762,684.16 ROUTE : MATHIS ROAD CALL ORDER : 510 CONTRACT ID : B -26698-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9931014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 641,738.82 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 668,865.46 104.2270% 3 35-2005079 FULKERSON CONTRACTING INC $ 690,563.95 107.6082% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 765,642.15 119.3074% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 887,247.55 138.2567% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-2005079 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |FULKERSON CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 12000.00000 12000.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31000.00000 31000.00| 33000.00000 33000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 16500.00000 16500.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 9500.00000 9500.00| 7000.00000 7000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02020 2839.000 m3 | 15.00000 42585.00| 18.00000 51102.00| 16.00000 45424.00 EXCAVATION, UNCLASSIFIED | | | 0007 205-06931 63.000 Mg | 30.00000 1890.00| 25.50000 1606.50| 35.00000 2205.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06936 10.000 Mg | 75.00000 750.00| 30.00000 300.00| 100.00000 1000.00 TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 100.000 m | 6.00000 600.00| 7.00000 700.00| 5.85000 585.00 TEMPORARY SILT FENCE | | | 0010 206-51215 148.600 m3 | 80.00000 11888.00| 140.00000 20804.00| 200.00000 29720.00 EXCAVATION, X | | | 0011 206-51220 70.300 m3 | 60.00000 4218.00| 150.00000 10545.00| 20.00000 1406.00 EXCAVATION, WET | | | 0012 206-51225 265.500 m3 | 26.00000 6903.00| 37.00000 9823.50| 18.00000 4779.00 EXCAVATION, DRY | | | 0013 207-07503 1878.000 m2 | 6.00000 11268.00| 4.50000 8451.00| 4.00000 7512.00 SUBGRADE TREATMENT, TYPE E | | | 0014 211-07454 992.000 m3 | 30.00000 29760.00| 21.50000 21328.00| 28.00000 27776.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 762,684.16 ROUTE : MATHIS ROAD CALL ORDER : 510 CONTRACT ID : B -26698-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-2005079 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |FULKERSON CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 301-07448 1260.000 Mg | 17.00000 21420.00| 16.00000 20160.00| 18.00000 22680.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-01180 318.000 Mg | 19.00000 6042.00| 16.00000 5088.00| 18.00000 5724.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 402-07432 203.000 Mg | 45.00000 9135.00| 45.00000 9135.00| 45.00000 9135.00 HMA SURFACE, TYPE A | | | 0018 402-07435 342.000 Mg | 44.00000 15048.00| 42.00000 14364.00| 42.00000 14364.00 HMA INTERMEDIATE, TYPE A | | | 0019 404-05514 1086.000 m2 | 5.00000 5430.00| 5.60000 6081.60| 5.60000 6081.60 SEAL COAT, 5 | | | 0020 405-05518 2510.000 m2 | 0.50000 1255.00| 0.60000 1506.00| 0.60000 1506.00 ASPHALT FOR PRIME COAT | | | 0021 406-05521 2480.000 m2 | 0.35000 868.00| 0.20000 496.00| 0.20000 496.00 ASPHALT FOR TACK COAT | | | 0022 601-02103 15.240 m | 60.00000 914.40| 90.25000 1375.41| 90.25000 1375.41 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0023 601-06037 3.000 EACH| 630.00000 1890.00| 600.00000 1800.00| 600.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0024 601-06374 2.000 EACH| 690.00000 1380.00| 750.00000 1500.00| 750.00000 1500.00 GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-06374 2.000 EACH| 700.00000 1400.00| 800.00000 1600.00| 800.00000 1600.00 GUARDRAIL TRANSITION, TGS-1 , MODIFIED | | | 0026 601-99105 64.770 m | 50.00000 3238.50| 52.30000 3387.47| 52.30000 3387.47 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-06257 118.800 m2 | 65.00000 7722.00| 57.00000 6771.60| 75.00000 8910.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 610-07486 55.300 Mg | 60.00000 3318.00| 58.00000 3207.40| 58.00000 3207.40 HMA FOR APPROACHES, TYPE A | | | 0029 615-06505 9.000 EACH| 500.00000 4500.00| 495.00000 4455.00| 495.00000 4455.00 MONUMENT, B | | | 0030 616-02320 2654.000 m2 | 2.00000 5308.00| 2.65000 7033.10| 3.00000 7962.00 GEOTEXTILES | | | 0031 616-05688 513.000 Mg | 18.00000 9234.00| 19.00000 9747.00| 26.00000 13338.00 RIPRAP, CLASS 1 | | | 0032 616-06451 978.000 Mg | 18.00000 17604.00| 16.50000 16137.00| 26.00000 25428.00 RIPRAP, UNIFORM | | | 0033 621-01004 2.000 EACH| 550.00000 1100.00| 545.00000 1090.00| 545.00000 1090.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 762,684.16 ROUTE : MATHIS ROAD CALL ORDER : 510 CONTRACT ID : B -26698-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-2005079 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |FULKERSON CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-02770 1746.000 m2 | 1.85000 3230.10| 1.85000 3230.10| 1.85000 3230.10 EROSION CONTROL BLANKET | | | 0035 621-06545 0.030 Mg | 945.00000 28.35| 945.00000 28.35| 945.00000 28.35 FERTILIZER | | | 0036 621-06557 11.300 kg | 8.75000 98.88| 8.75000 98.88| 8.75000 98.88 SEED MIXTURE, T | | | 0037 621-06559 2513.000 m2 | 0.68000 1708.84| 0.68000 1708.84| 0.68000 1708.84 MULCHED SEEDING, R | | | 0038 621-06565 0.600 Mg | 590.00000 354.00| 590.00000 354.00| 590.00000 354.00 MULCHING MATERIAL | | | 0039 621-06567 1.300 kL | 1.00000 1.30| 1.00000 1.30| 1.00000 1.30 WATER | | | 0040 621-06570 85.000 m3 | 40.00000 3400.00| 31.00000 2635.00| 50.00000 4250.00 TOP SOIL | | | 0041 621-06574 71.400 m2 | 9.75000 696.15| 10.25000 731.85| 9.75000 696.15 SODDING | | | 0042 622-52436 2.000 EACH| 30.00000 60.00| 30.00000 60.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 300.000 EACH| 8.50000 2550.00| 8.50000 2550.00| 8.50000 2550.00 SEEDLING | | | 0044 702-51005 203.300 m3 | 400.00000 81320.00| 435.00000 88435.50| 400.00000 81320.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 107.300 m3 | 250.00000 26825.00| 200.00000 21460.00| 380.00000 40774.00 CONCRETE, B, FOOTINGS | | | 0046 703-51030 11512.000 kg | 1.30000 14965.60| 1.40000 16116.80| 1.20000 13814.40 REINFORCING STEEL | | | 0047 703-51032 24264.000 kg | 1.40000 33969.60| 1.30000 31543.20| 1.40000 33969.60 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 97.300 m3 | 600.00000 58380.00| 650.00000 63245.00| 550.00000 53515.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-06344 106.700 m | 110.00000 11737.00| 127.65000 13620.26| 127.65000 13620.26 RAILING, TS-1 | | | 0050 707-05973 192.200 m2 | 460.00000 88412.00| 340.00000 65348.00| 385.00000 73997.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 914 mm | | | 0051 709-51821 LUMP| 2170.00000 2170.00| 2043.00000 2043.00| 2750.00000 2750.00 SURFACE SEAL | | | 0052 715-05123 16.500 m | 115.00000 1897.50| 145.00000 2392.50| 95.00000 1567.50 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0053 715-05169 14.000 m | 85.00000 1190.00| 125.00000 1750.00| 50.00000 700.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 762,684.16 ROUTE : MATHIS ROAD CALL ORDER : 510 CONTRACT ID : B -26698-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-2005079 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |FULKERSON CONTRACTING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46005 2.000 EACH| 290.00000 580.00| 365.00000 730.00| 250.00000 500.00 PIPE END SECTION, 375 mm | | | 0055 715-46020 2.000 EACH| 350.00000 700.00| 425.00000 850.00| 400.00000 800.00 PIPE END SECTION, 600 mm | | | 0056 724-51925 17.000 m | 300.00000 5100.00| 250.00000 4250.00| 450.00000 7650.00 STRUCTURAL EXPANSION JOINT, SS | | | 0057 801-04308 4.000 EACH| 407.00000 1628.00| 395.00000 1580.00| 395.00000 1580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06640 12.000 EACH| 68.00000 816.00| 90.00000 1080.00| 90.00000 1080.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0060 801-07118 7.200 m | 24.00000 172.80| 55.60000 400.32| 55.60000 400.32 BARRICADE, III-A | | | 0061 801-07119 7.200 m | 32.00000 230.40| 69.45000 500.04| 69.45000 500.04 BARRICADE, III-B | | | 0062 802-05701 8.800 m | 45.00000 396.00| 32.67000 287.50| 32.67000 287.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0063 802-76025 2.240 m2 | 185.00000 414.40| 214.12000 479.63| 214.12000 479.63 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 805-06592 53.000 m | 20.00000 1060.00| 39.37000 2086.61| 20.00000 1060.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0066 105-07038 12.000 MOS | 1200.00000 14400.00| 1700.00000 20400.00| 1500.00000 18000.00 FIELD OFFICE, A | | | 0067 808-06713 980.000 m | 1.10000 1078.00| 0.79000 774.20| 0.79000 774.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 641,738.82| $ 668,865.46| $ 690,563.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 641,738.82| $ 668,865.46| $ 690,563.95 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 510 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 762,684.16 ROUTE : MATHIS ROAD CALL ORDER : 510 CONTRACT ID : B -26698-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1618530 | |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47250.00000 47250.00| 44000.00000 44000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 13000.00000 13000.00| CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 7500.00000 7500.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02020 2839.000 m3 | 22.50000 63877.50| 23.00000 65297.00| EXCAVATION, UNCLASSIFIED | | | 0007 205-06931 63.000 Mg | 27.50000 1732.50| 30.00000 1890.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06936 10.000 Mg | 22.50000 225.00| 100.00000 1000.00| TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 100.000 m | 6.75000 675.00| 6.00000 600.00| TEMPORARY SILT FENCE | | | 0010 206-51215 148.600 m3 | 150.00000 22290.00| 150.00000 22290.00| EXCAVATION, X | | | 0011 206-51220 70.300 m3 | 150.00000 10545.00| 400.00000 28120.00| EXCAVATION, WET | | | 0012 206-51225 265.500 m3 | 15.00000 3982.50| 40.00000 10620.00| EXCAVATION, DRY | | | 0013 207-07503 1878.000 m2 | 9.50000 17841.00| 7.00000 13146.00| SUBGRADE TREATMENT, TYPE E | | | 0014 211-07454 992.000 m3 | 29.50000 29264.00| 35.00000 34720.00| STRUCTURE BACKFILL | | | 0015 301-07448 1260.000 Mg | 20.00000 25200.00| 18.00000 22680.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-01180 318.000 Mg | 20.00000 6360.00| 20.00000 6360.00| COMPACTED AGGREGATE, NO. 53 | | | 0017 402-07432 203.000 Mg | 85.00000 17255.00| 47.00000 9541.00| HMA SURFACE, TYPE A | | | 0018 402-07435 342.000 Mg | 65.00000 22230.00| 44.00000 15048.00| HMA INTERMEDIATE, TYPE A | | | 0019 404-05514 1086.000 m2 | 10.00000 10860.00| 6.00000 6516.00| SEAL COAT, 5 | | | 0020 405-05518 2510.000 m2 | 1.00000 2510.00| 0.65000 1631.50| ASPHALT FOR PRIME COAT | | | 0021 406-05521 2480.000 m2 | 0.15000 372.00| 0.25000 620.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 510 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 762,684.16 ROUTE : MATHIS ROAD CALL ORDER : 510 CONTRACT ID : B -26698-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1618530 | |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-02103 15.240 m | 60.00000 914.40| 95.00000 1447.80| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0023 601-06037 3.000 EACH| 650.00000 1950.00| 650.00000 1950.00| GUARDRAIL END TREATMENT, I | | | 0024 601-06374 2.000 EACH| 685.00000 1370.00| 800.00000 1600.00| GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-06374 2.000 EACH| 700.00000 1400.00| 850.00000 1700.00| GUARDRAIL TRANSITION, TGS-1 , MODIFIED | | | 0026 601-99105 64.770 m | 55.00000 3562.35| 55.00000 3562.35| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-06257 118.800 m2 | 60.00000 7128.00| 75.00000 8910.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 610-07486 55.300 Mg | 110.00000 6083.00| 60.00000 3318.00| HMA FOR APPROACHES, TYPE A | | | 0029 615-06505 9.000 EACH| 450.00000 4050.00| 550.00000 4950.00| MONUMENT, B | | | 0030 616-02320 2654.000 m2 | 3.00000 7962.00| 3.00000 7962.00| GEOTEXTILES | | | 0031 616-05688 513.000 Mg | 25.00000 12825.00| 25.00000 12825.00| RIPRAP, CLASS 1 | | | 0032 616-06451 978.000 Mg | 25.00000 24450.00| 25.00000 24450.00| RIPRAP, UNIFORM | | | 0033 621-01004 2.000 EACH| 550.00000 1100.00| 600.00000 1200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02770 1746.000 m2 | 2.25000 3928.50| 2.00000 3492.00| EROSION CONTROL BLANKET | | | 0035 621-06545 0.030 Mg | 1000.00000 30.00| 1000.00000 30.00| FERTILIZER | | | 0036 621-06557 11.300 kg | 10.00000 113.00| 9.00000 101.70| SEED MIXTURE, T | | | 0037 621-06559 2513.000 m2 | 1.00000 2513.00| 0.70000 1759.10| MULCHED SEEDING, R | | | 0038 621-06565 0.600 Mg | 600.00000 360.00| 600.00000 360.00| MULCHING MATERIAL | | | 0039 621-06567 1.300 kL | 1.00000 1.30| 1.00000 1.30| WATER | | | 0040 621-06570 85.000 m3 | 25.00000 2125.00| 100.00000 8500.00| TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 510 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 762,684.16 ROUTE : MATHIS ROAD CALL ORDER : 510 CONTRACT ID : B -26698-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1618530 | |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06574 71.400 m2 | 12.00000 856.80| 10.00000 714.00| SODDING | | | 0042 622-52436 2.000 EACH| 30.00000 60.00| 32.00000 64.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 300.000 EACH| 10.00000 3000.00| 9.00000 2700.00| SEEDLING | | | 0044 702-51005 203.300 m3 | 450.00000 91485.00| 775.00000 157557.50| CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 107.300 m3 | 400.00000 42920.00| 350.00000 37555.00| CONCRETE, B, FOOTINGS | | | 0046 703-51030 11512.000 kg | 1.40000 16116.80| 1.30000 14965.60| REINFORCING STEEL | | | 0047 703-51032 24264.000 kg | 1.50000 36396.00| 1.55000 37609.20| REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 97.300 m3 | 495.00000 48163.50| 630.00000 61299.00| CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-06344 106.700 m | 120.00000 12804.00| 180.00000 19206.00| RAILING, TS-1 | | | 0050 707-05973 192.200 m2 | 375.00000 72075.00| 430.00000 82646.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 914 mm | | | 0051 709-51821 LUMP| 2400.00000 2400.00| 2100.00000 2100.00| SURFACE SEAL | | | 0052 715-05123 16.500 m | 128.00000 2112.00| 125.00000 2062.50| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0053 715-05169 14.000 m | 85.00000 1190.00| 105.00000 1470.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0054 715-46005 2.000 EACH| 275.00000 550.00| 500.00000 1000.00| PIPE END SECTION, 375 mm | | | 0055 715-46020 2.000 EACH| 400.00000 800.00| 650.00000 1300.00| PIPE END SECTION, 600 mm | | | 0056 724-51925 17.000 m | 325.00000 5525.00| 475.00000 8075.00| STRUCTURAL EXPANSION JOINT, SS | | | 0057 801-04308 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06640 12.000 EACH| 100.00000 1200.00| 100.00000 1200.00| CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0060 801-07118 7.200 m | 30.00000 216.00| 60.00000 432.00| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 510 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 762,684.16 ROUTE : MATHIS ROAD CALL ORDER : 510 CONTRACT ID : B -26698-A COUNTIES : HARRISON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1618530 | |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-07119 7.200 m | 35.00000 252.00| 75.00000 540.00| BARRICADE, III-B | | | 0062 802-05701 8.800 m | 50.00000 440.00| 35.00000 308.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0063 802-76025 2.240 m2 | 200.00000 448.00| 225.00000 504.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 805-06592 53.000 m | 24.00000 1272.00| 36.00000 1908.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0066 105-07038 12.000 MOS | 1000.00000 12000.00| 1350.00000 16200.00| FIELD OFFICE, A | | | 0067 808-06713 980.000 m | 1.25000 1225.00| 0.85000 833.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 765,642.15| $ 887,247.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 765,642.15| $ 887,247.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 514 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,237.82 ROUTE : PARK ROAD CALL ORDER : 514 CONTRACT ID : B -26723-D COUNTIES : JEFFERSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C502 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 279,902.00 100.0000% 2 35-0182105 BLAKLEY CORPORATION $ 326,665.00 116.7069% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-0182105 | |FORCE CONSTRUCTION CO. INC. |BLAKLEY CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1500.00000 6000.00| 2000.00000 8000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 6000.00000 6000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 80.000 SYS | 5.00000 400.00| 100.00000 8000.00| SURFACE MILLING, ASPHALT | | | 0005 402-07432 4.400 TON | 500.00000 2200.00| 1000.00000 4400.00| HMA SURFACE, TYPE A | | | 0006 601-90027 46.000 LFT | 75.00000 3450.00| 100.00000 4600.00| GUARD RAIL, WOOD BEAM | | | 0007 619-05926 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| ENVIRONMENTAL CONTROL | | | 0008 708-51813 970.000 SFT | 165.00000 160050.00| 145.00000 140650.00| PNEUMATICALLY PLACED MORTAR , MODIFIED | | | 0009 709-51821 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| SURFACE SEAL | | | 0010 709-51821 LUMP| 20400.00000 20400.00| 17500.00000 17500.00| SURFACE SEAL , SILOXANE | | | 0011 710-02003 202.500 SFT | 40.00000 8100.00| 54.00000 10935.00| REPOINTING MASONRY IN STRUCTURES, | | | MODIFIED | | | 0012 720-45075 1.000 EACH| 2512.00000 2512.00| 6000.00000 6000.00| INLET, R13 | | | 0013 722-07669 LUMP| 500.00000 500.00| 54000.00000 54000.00| SANDBLASTING AND CLEANING , MODIFIED | | | 0014 722-97116 15.000 SFT | 221.00000 3315.00| 110.00000 1650.00| BRIDGE DECK OVERLAY PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 514 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,237.82 ROUTE : PARK ROAD CALL ORDER : 514 CONTRACT ID : B -26723-D COUNTIES : JEFFERSON LETTING DATE : 05/20/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-0182105 | |FORCE CONSTRUCTION CO. INC. |BLAKLEY CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 724-51881 180.000 LFT | 20.00000 3600.00| 35.00000 6300.00| STRUCTURAL EXPANSION JOINT, BS2 , | | | REPLACE | | | 0016 724-51885 60.000 LFT | 25.00000 1500.00| 45.00000 2700.00| STRUCTURAL EXPANSION JOINT, BS6 , | | | REPLACE | | | 0017 801-04308 4.000 EACH| 295.00000 1180.00| 400.00000 1600.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0018 801-06640 4.000 EACH| 105.00000 420.00| 150.00000 600.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| MAINTAINING TRAFFIC | | | 0020 801-07119 182.000 LFT | 12.50000 2275.00| 15.00000 2730.00| BARRICADE, III-B | | | SECTION TOTALS | $ 279,902.00| $ 326,665.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 279,902.00| $ 326,665.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-69 CALL ORDER : 520 CONTRACT ID : B -26748-A COUNTIES : HUNTINGTON LETTING DATE : 05/20/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-3350477 EAGLE PAINTING & MAINTENANCE $ 383,000.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY $ 390,000.00 101.8276% 3 35-1602596 ICARUS INDUSTRIAL PAINTING $ 479,000.00 125.0652% 4 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 677,899.96 176.9973% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 670 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 812,000.00 ROUTE : US 30 AND US 31 CALL ORDER : 670 CONTRACT ID : B -26884-A COUNTIES : FULTON MARSHALL LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1602596 ICARUS INDUSTRIAL PAINTING $ 433,000.00 100.0000% 2 36-3350477 EAGLE PAINTING & MAINTENANCE $ 582,400.00 134.5034% 3 35-1841931 VENUS PAINTING COMPANY $ 688,000.00 158.8914% 4 35-1645115 THREE STAR PAINTING $ 737,941.22 170.4252% ==================================================================================================================================== |(1) 35-1602596 |(2) 36-3350477 |(3) 35-1841931 |ICARUS INDUSTRIAL PAINTING |EAGLE PAINTING & MAINTENANCE|VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 500.00000 3000.00| 600.00000 3600.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 21000.00000 21000.00| 40000.00000 40000.00| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 500.00000 500.00| 4000.00000 4000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL STRUCTURE NO. 1 | | | 0004 619-05926 LUMP| 500.00000 500.00| 4000.00000 4000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL STRUCTURE NO. 2 | | | 0005 619-05926 LUMP| 500.00000 500.00| 5000.00000 5000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL STRUCTURE NO. 3 | | | 0006 619-05926 LUMP| 500.00000 500.00| 5000.00000 5000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL STRUCTURE NO. 4 | | | 0007 619-05926 LUMP| 500.00000 500.00| 4000.00000 4000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL STRUCTURE NO. 5 | | | 0008 619-05926 LUMP| 500.00000 500.00| 4000.00000 4000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL STRUCTURE NO. 6 | | | 0009 619-05926 LUMP| 500.00000 500.00| 5000.00000 5000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL STRUCTURE NO. 7 | | | 0010 619-05926 LUMP| 500.00000 500.00| 5000.00000 5000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL STRUCTURE NO. 8 | | | 0011 619-51859 LUMP| 5900.00000 5900.00| 24000.00000 24000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0012 619-51859 LUMP| 5900.00000 5900.00| 24000.00000 24000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0013 619-51859 LUMP| 9200.00000 9200.00| 35000.00000 35000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0014 619-51859 LUMP| 9200.00000 9200.00| 35000.00000 35000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 670 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 812,000.00 ROUTE : US 30 AND US 31 CALL ORDER : 670 CONTRACT ID : B -26884-A COUNTIES : FULTON MARSHALL LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1602596 |(2) 36-3350477 |(3) 35-1841931 |ICARUS INDUSTRIAL PAINTING |EAGLE PAINTING & MAINTENANCE|VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 619-51859 LUMP| 6200.00000 6200.00| 25000.00000 25000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0016 619-51859 LUMP| 6200.00000 6200.00| 25000.00000 25000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0017 619-51859 LUMP| 9400.00000 9400.00| 35000.00000 35000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 7 | | | 0018 619-51859 LUMP| 9400.00000 9400.00| 35000.00000 35000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 8 | | | 0019 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0020 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0021 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 3 | | | 0022 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 4 | | | 0023 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 5 | | | 0024 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 6 | | | 0025 619-60806 LUMP| 500.00000 500.00| 3000.00000 3000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 7 | | | 0026 619-60806 LUMP| 500.00000 500.00| 3000.00000 3000.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 8 | | | 0027 619-61000 LUMP| 32800.00000 32800.00| 25000.00000 25000.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0028 619-61000 LUMP| 32800.00000 32800.00| 25000.00000 25000.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0029 619-61000 LUMP| 51400.00000 51400.00| 40000.00000 40000.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0030 619-61000 LUMP| 51400.00000 51400.00| 40000.00000 40000.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0031 619-61000 LUMP| 34600.00000 34600.00| 26000.00000 26000.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 670 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 812,000.00 ROUTE : US 30 AND US 31 CALL ORDER : 670 CONTRACT ID : B -26884-A COUNTIES : FULTON MARSHALL LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1602596 |(2) 36-3350477 |(3) 35-1841931 |ICARUS INDUSTRIAL PAINTING |EAGLE PAINTING & MAINTENANCE|VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 619-61000 LUMP| 34600.00000 34600.00| 26000.00000 26000.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | 0033 619-61000 LUMP| 50000.00000 50000.00| 35000.00000 35000.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 7 | | | 0034 619-61000 LUMP| 50000.00000 50000.00| 35000.00000 35000.00| 63000.00000 63000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 8 | | | 0035 801-01093 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| 1000.00000 4000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | SECTION TOTALS | $ 433,000.00| $ 582,400.00| $ 688,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 433,000.00| $ 582,400.00| $ 688,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 670 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 812,000.00 ROUTE : US 30 AND US 31 CALL ORDER : 670 CONTRACT ID : B -26884-A COUNTIES : FULTON MARSHALL LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 | | |THREE STAR PAINTING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 1000.00000 6000.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 36750.00000 36750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 466.17000 466.17| | ENVIRONMENTAL CONTROL STRUCTURE NO. 1 | | | 0004 619-05926 LUMP| 466.17000 466.17| | ENVIRONMENTAL CONTROL STRUCTURE NO. 2 | | | 0005 619-05926 LUMP| 736.41000 736.41| | ENVIRONMENTAL CONTROL STRUCTURE NO. 3 | | | 0006 619-05926 LUMP| 736.41000 736.41| | ENVIRONMENTAL CONTROL STRUCTURE NO. 4 | | | 0007 619-05926 LUMP| 425.63000 425.63| | ENVIRONMENTAL CONTROL STRUCTURE NO. 5 | | | 0008 619-05926 LUMP| 425.63000 425.63| | ENVIRONMENTAL CONTROL STRUCTURE NO. 6 | | | 0009 619-05926 LUMP| 699.25000 699.25| | ENVIRONMENTAL CONTROL STRUCTURE NO. 7 | | | 0010 619-05926 LUMP| 699.25000 699.25| | ENVIRONMENTAL CONTROL STRUCTURE NO. 8 | | | 0011 619-51859 LUMP| 9090.37000 9090.37| | PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0012 619-51859 LUMP| 9090.37000 9090.37| | PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0013 619-51859 LUMP| 14360.16000 14360.16| | PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0014 619-51859 LUMP| 14360.16000 14360.16| | PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0015 619-51859 LUMP| 8299.90000 8299.90| | PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0016 619-51859 LUMP| 8299.90000 8299.90| | PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0017 619-51859 LUMP| 13635.56000 13635.56| | PAINT STEEL BRIDGE STRUCTURE NO. 7 | | | 0018 619-51859 LUMP| 13635.56000 13635.56| | PAINT STEEL BRIDGE STRUCTURE NO. 8 | | | 0019 619-60806 LUMP| 466.17000 466.17| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 670 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 812,000.00 ROUTE : US 30 AND US 31 CALL ORDER : 670 CONTRACT ID : B -26884-A COUNTIES : FULTON MARSHALL LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 | | |THREE STAR PAINTING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 619-60806 LUMP| 466.17000 466.17| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0021 619-60806 LUMP| 736.41000 736.41| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 3 | | | 0022 619-60806 LUMP| 736.41000 736.41| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 4 | | | 0023 619-60806 LUMP| 425.63000 425.63| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 5 | | | 0024 619-60806 LUMP| 425.63000 425.63| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 6 | | | 0025 619-60806 LUMP| 699.25000 699.25| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 7 | | | 0026 619-60806 LUMP| 699.25000 699.25| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 8 | | | 0027 619-61000 LUMP| 59437.08000 59437.08| | CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0028 619-61000 LUMP| 59437.08000 59437.08| | CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0029 619-61000 LUMP| 93893.36000 93893.36| | CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0030 619-61000 LUMP| 93893.36000 93893.36| | CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0031 619-61000 LUMP| 54268.64000 54268.64| | CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0032 619-61000 LUMP| 54268.64000 54268.64| | CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | 0033 619-61000 LUMP| 89155.62000 89155.62| | CLEAN STEEL BRIDGE STRUCTURE NO. 7 | | | 0034 619-61000 LUMP| 89155.62000 89155.62| | CLEAN STEEL BRIDGE STRUCTURE NO. 8 | | | 0035 801-01093 4.000 EACH| 400.00000 1600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | SECTION TOTALS | $ 737,941.22| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 737,941.22| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 676 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,242,927.70 ROUTE : 70 CALL ORDER : 676 CONTRACT ID : B -26890-B COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0703234 0703234 0703234 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 26,948,929.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 26,973,020.78 100.0893% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 27,965,949.46 103.7738% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-2040801 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW BRIDGE - STR NO I-70-69-8516, CAST IN PLACE CONTINUOUS POST TENSIONED CONCRETE BOX GIRDER | | | 0001 105-06845 LUMP| 1094929.00000 1094929.00| 817000.00000 817000.00| 650000.00000 650000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07570 20.000 MOS | 1525.00000 30500.00| 2244.00000 44880.00| 1200.00000 24000.00 FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 108-01614 LUMP| 10600.00000 10600.00| 12000.00000 12000.00| 25000.00000 25000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 1352400.00000 1352400.00| 1340000.00000 1340000.00| 1398500.00000 1398500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 203-02000 14107.000 CYS | 8.00000 112856.00| 8.00000 112856.00| 5.80000 81820.60 EXCAVATION, COMMON | | | 0006 203-02070 113235.000 CYS | 0.01000 1132.35| 8.00000 905880.00| 5.30000 600145.50 BORROW | | | 0007 205-06930 15.000 TON | 200.00000 3000.00| 57.36000 860.40| 36.00000 540.00 SPLASHPAD, RIPRAP | | | 0008 205-06931 43.000 TON | 120.00000 5160.00| 74.32000 3195.76| 36.00000 1548.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06936 12.000 TON | 225.00000 2700.00| 234.46000 2813.52| 26.00000 312.00 TEMPORARY SEDIMENT TRAP | | | 0010 205-06938 608.000 LFT | 15.00000 9120.00| 10.97000 6669.76| 16.75000 10184.00 TEMPORARY SLOPE DRAIN | | | 0011 206-51215 180.000 CYS | 50.00000 9000.00| 50.00000 9000.00| 80.00000 14400.00 EXCAVATION, X | | | 0012 206-51230 3891.000 CYS | 7.00000 27237.00| 22.00000 85602.00| 65.00000 252915.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 676 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,242,927.70 ROUTE : 70 CALL ORDER : 676 CONTRACT ID : B -26890-B COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-2040801 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 207-07498 9476.000 SYS | 4.05000 38377.80| 4.43000 41978.68| 5.50000 52118.00 SUBGRADE TREATMENT, TYPE A | | | 0014 211-02050 36902.000 CYS | 12.00000 442824.00| 20.00000 738040.00| 18.00000 664236.00 B BORROW | | | 0015 211-04712 273.500 CYS | 100.00000 27350.00| 243.28000 66537.08| 190.00000 51965.00 BACKFILL , CONCRETE, B | | | 0016 211-06467 538.000 CYS | 27.00000 14526.00| 62.95000 33867.10| 40.00000 21520.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 42880.000 CYS | 8.00000 343040.00| 15.00000 643200.00| 17.50000 750400.00 STRUCTURE BACKFILL | | | 0018 301-07448 270.050 TON | 24.00000 6481.20| 31.59000 8530.88| 30.00000 8101.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-07449 362.000 TON | 24.00000 8688.00| 24.98000 9042.76| 20.00000 7240.00 COMPACTED AGGREGATE, NO. 73 | | | 0020 401-07330 1244.000 TON | 60.00000 74640.00| 55.00000 68420.00| 52.00000 64688.00 QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0021 401-07400 1303.000 TON | 41.00000 53423.00| 45.00000 58635.00| 37.25000 48536.75 QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | 0022 401-07410 5472.000 TON | 36.00000 196992.00| 42.00000 229824.00| 35.25000 192888.00 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0023 406-05521 30164.000 SYS | 0.04000 1206.56| 0.40000 12065.60| 0.05000 1508.20 ASPHALT FOR TACK COAT | | | 0024 503-05310 256.000 LFT | 125.00000 32000.00| 115.63000 29601.28| 150.00000 38400.00 TERMINAL JOINT | | | 0025 601-07024 3.000 EACH| 30000.00000 90000.00| 25500.00000 76500.00| 25500.00000 76500.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 , | | | LEAVE IN PLACE | | | 0026 602-06729 134.000 EACH| 7.00000 938.00| 0.46000 61.64| 8.00000 1072.00 BARRIER DELINEATOR | | | 0027 607-06370 326.000 LFT | 45.00000 14670.00| 101.28000 33017.28| 75.00000 24450.00 PAVED SIDE DITCH, H | | | 0028 610-06262 623.000 SYS | 57.00000 35511.00| 82.56000 51434.88| 68.00000 42364.00 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. | | | 0029 616-02320 945.000 SYS | 2.00000 1890.00| 3.12000 2948.40| 1.85000 1748.25 GEOTEXTILES | | | 0030 616-05688 10.000 TON | 45.00000 450.00| 94.95000 949.50| 31.00000 310.00 RIPRAP, CLASS 1 | | | 0031 616-05689 1015.000 TON | 25.00000 25375.00| 30.67000 31130.05| 31.00000 31465.00 RIPRAP, CLASS 2 | | | 0032 616-06405 16.000 TON | 65.00000 1040.00| 51.12000 817.92| 26.00000 416.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 676 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,242,927.70 ROUTE : 70 CALL ORDER : 676 CONTRACT ID : B -26890-B COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-2040801 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-51367 188.000 SYS | 57.00000 10716.00| 87.64000 16476.32| 65.00000 12220.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0034 621-01004 4.000 EACH| 225.00000 900.00| 612.00000 2448.00| 235.00000 940.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02770 1480.000 SYS | 1.40000 2072.00| 1.43000 2116.40| 1.45000 2146.00 EROSION CONTROL BLANKET | | | 0036 621-06545 5.100 TON | 339.59000 1731.91| 301.92000 1539.79| 350.00000 1785.00 FERTILIZER | | | 0037 621-06548 104.000 LBS | 32.00000 3328.00| 25.50000 2652.00| 33.00000 3432.00 SEED MIXTURE, CV | | | 0038 621-06554 1592.000 LBS | 2.30000 3661.60| 2.02000 3215.84| 2.40000 3820.80 SEED MIXTURE, U | | | 0039 621-06555 260.000 LBS | 5.25000 1365.00| 4.54000 1180.40| 5.50000 1430.00 SEED MIXTURE, P | | | 0040 621-06565 20.900 TON | 415.34000 8680.61| 578.34000 12087.31| 430.00000 8987.00 MULCHING MATERIAL | | | 0041 621-06567 12.600 MG | 2.00000 25.20| 2.04000 25.70| 2.10000 26.46 WATER | | | 0042 621-06570 8561.000 CYS | 0.01000 85.61| 10.14000 86808.54| 10.50000 89890.50 TOP SOIL | | | 0043 621-06574 3191.000 SYS | 2.50000 7977.50| 2.96000 9445.36| 2.65000 8456.15 SODDING | | | 0044 701-06011 8.000 EACH| 4900.00000 39200.00| 1790.96000 14327.68| 1200.00000 9600.00 DYNAMIC PILE LOAD TEST | | | 0045 701-06012 8.000 EACH| 1500.00000 12000.00| 1150.48000 9203.84| 1000.00000 8000.00 TEST PILE, RESTRIKE | | | 0046 701-06027 8.000 EACH| 750.00000 6000.00| 1584.44000 12675.52| 1800.00000 14400.00 TEST PILE | | | 0047 701-91792 166.000 EACH| 245.00000 40670.00| 120.48000 19999.68| 125.00000 20750.00 PILE TIP, STEEL H | | | 0048 701-93575 6995.000 LFT | 28.00000 195860.00| 24.00000 167880.00| 30.00000 209850.00 PILE, STEEL H, HP 14 X 73 | | | 0049 702-51005 443.000 CYS | 600.00000 265800.00| 650.00000 287950.00| 425.00000 188275.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 1498.700 CYS | 600.00000 899220.00| 500.00000 749350.00| 300.00000 449610.00 CONCRETE, B, FOOTINGS | | | 0051 702-92857 502.800 CYS | 700.00000 351960.00| 1000.00000 502800.00| 700.00000 351960.00 CONCRETE, C, SUBSTRUCTURE | | | 0052 703-51030 873146.000 LBS | 0.55000 480230.30| 0.69000 602470.74| 0.60000 523887.60 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 676 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,242,927.70 ROUTE : 70 CALL ORDER : 676 CONTRACT ID : B -26890-B COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-2040801 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 703-51032 1352845.000 LBS | 0.65000 879349.25| 0.66000 892877.70| 0.68000 919934.60 REINFORCING STEEL, EPOXY COATED | | | 0054 704-51006 10294.000 CYS | 1125.00000 11580750.00| 1000.00000 10294000.00| 1100.00000 11323400.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0055 704-51006 102.000 CYS | 1000.00000 102000.00| 408.00000 41616.00| 1100.00000 112200.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED , | | | STR. NO. 9 | | | 0056 706-51020 558.000 CYS | 500.00000 279000.00| 395.00000 220410.00| 450.00000 251100.00 CONCRETE, C, RAILING | | | 0057 706-92556 4984.000 LFT | 92.40000 460521.60| 91.80000 457531.20| 110.00000 548240.00 STRUCTURAL STEEL RAILING | | | 0058 707-01065 LUMP| 800000.00000 800000.00| 600000.00000 600000.00| 730000.00000 730000.00 POST-TENSIONING , STR. NO. 11 | | | 0059 707-01065 LUMP| 250000.00000 250000.00| 165000.00000 165000.00| 330000.00000 330000.00 POST-TENSIONING , STR. NO. 8 | | | 0060 707-01065 LUMP| 1300000.00000 1300000.00| 1000000.00000 1000000.00| 1280000.00000 1280000.00 POST-TENSIONING , STR. NO. 9 | | | 0061 709-07733 LUMP| 68850.00000 68850.00| 23235.50000 23235.50| 60000.00000 60000.00 ANTI-GRAFFITI COAT | | | 0062 709-07733 LUMP| 82680.00000 82680.00| 23176.95000 23176.95| 25000.00000 25000.00 ANTI-GRAFFITI COAT , STR. NO. 11 | | | 0063 709-07733 LUMP| 31320.00000 31320.00| 8792.40000 8792.40| 100000.00000 100000.00 ANTI-GRAFFITI COAT , STR. NO. 8 | | | 0064 709-07733 LUMP| 138360.00000 138360.00| 38822.43000 38822.43| 60000.00000 60000.00 ANTI-GRAFFITI COAT , STR. NO. 9 | | | 0065 709-51821 LUMP| 24300.00000 24300.00| 22531.39000 22531.39| 30000.00000 30000.00 SURFACE SEAL | | | 0066 709-51821 LUMP| 25260.00000 25260.00| 22531.39000 22531.39| 45000.00000 45000.00 SURFACE SEAL , STR. NO. 11 | | | 0067 709-51821 LUMP| 9400.00000 9400.00| 8016.87000 8016.87| 18000.00000 18000.00 SURFACE SEAL , STR. NO. 8 | | | 0068 709-51821 LUMP| 42440.00000 42440.00| 35605.98000 35605.98| 75000.00000 75000.00 SURFACE SEAL , STR. NO. 9 | | | 0069 714-06660 31.000 SYS | 350.00000 10850.00| 267.11000 8280.41| 550.00000 17050.00 WINGWALL | | | 0070 714-26702 438.000 LFT | 300.00000 131400.00| 402.00000 176076.00| 335.00000 146730.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0071 714-26717 704.000 LFT | 500.00000 352000.00| 555.97000 391402.88| 580.00000 408320.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 5 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 676 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,242,927.70 ROUTE : 70 CALL ORDER : 676 CONTRACT ID : B -26890-B COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-2040801 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 714-44240 3.000 CYS | 800.00000 2400.00| 641.29000 1923.87| 550.00000 1650.00 CONCRETE, A, STRUCTURES | | | 0073 715-05048 5190.000 LFT | 3.18000 16504.20| 2.65000 13753.50| 3.25000 16867.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0074 715-05053 634.000 LFT | 15.64000 9915.76| 10.97000 6954.98| 16.90000 10714.60 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0075 715-05127 332.000 LFT | 74.30000 24667.60| 68.78000 22834.96| 72.00000 23904.00 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0076 715-05152 1848.000 LFT | 30.04000 55513.92| 33.16000 61279.68| 31.75000 58674.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0077 715-05407 360.000 LFT | 11.18000 4024.80| 9.39000 3380.40| 12.00000 4320.00 PIPE, END BENT DRAIN, 6 IN. | | | 0078 715-05842 1.000 EACH| 873.72000 873.72| 1371.30000 1371.30| 1600.00000 1600.00 CONCRETE ANCHOR, 42 IN. | | | 0079 715-97406 1.000 EACH| 2901.76000 2901.76| 7080.35000 7080.35| 2900.00000 2900.00 GRATED BOX END SECTION, I, 3:1, 18 IN. | | | 0080 718-06528 1.000 EACH| 617.81000 617.81| 765.00000 765.00| 775.00000 775.00 OUTLET PROTECTOR, 1 | | | 0081 718-06532 3300.000 LFT | 0.90000 2970.00| 0.92000 3036.00| 1.05000 3465.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0082 718-52610 571.000 CYS | 25.19000 14383.49| 30.35000 17329.85| 29.00000 16559.00 AGGREGATE FOR UNDERDRAINS | | | 0083 718-99153 5402.000 SYS | 0.65000 3511.30| 1.58000 8535.16| 1.15000 6212.30 GEOTEXTILES FOR UNDERDRAIN | | | 0084 720-44000 3.000 EACH| 467.40000 1402.20| 424.50000 1273.50| 660.00000 1980.00 CASTING, ADJUST TO GRADE | | | 0085 720-45042 4.000 EACH| 3156.57000 12626.28| 1416.61000 5666.44| 2150.00000 8600.00 INLET, HA5 , MOD. | | | 0086 720-45042 15.000 EACH| 3156.56000 47348.40| 1416.61000 21249.15| 2330.00000 34950.00 INLET, HA5 , MOD. | | | 0087 720-45410 3.000 EACH| 2415.55000 7246.65| 2445.13000 7335.39| 1950.00000 5850.00 MANHOLE, C4 | | | 0088 722-51842 12879.000 SYS | 45.00000 579555.00| 33.60000 432734.40| 40.00000 515160.00 BRIDGE DECK OVERLAY | | | 0089 724-51925 70.000 LFT | 110.00000 7700.00| 155.15000 10860.50| 250.00000 17500.00 STRUCTURAL EXPANSION JOINT, SS | | | 0090 724-51927 255.000 LFT | 700.00000 178500.00| 895.53000 228360.15| 1600.00000 408000.00 STRUCTURAL EXPANSION JOINT, M | | | 0091 726-03784 6.000 EACH| 10000.00000 60000.00| 9358.29000 56149.74| 11500.00000 69000.00 BEARING ASSEMBLY, POT, PB1 | | | 0092 726-95870 1.000 EACH| 10000.00000 10000.00| 13260.00000 13260.00| 30000.00000 30000.00 BEARING ASSEMBLY , COTTON DUCK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 676 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,242,927.70 ROUTE : 70 CALL ORDER : 676 CONTRACT ID : B -26890-B COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-2040801 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 728-98377 LUMP| 59940.00000 59940.00| 38627.66000 38627.66| 90000.00000 90000.00 MASONRY COATING , STR. NO. 11 | | | 0094 728-98377 LUMP| 22710.00000 22710.00| 14655.56000 14655.56| 35000.00000 35000.00 MASONRY COATING , STR. NO. 8 | | | 0095 728-98377 LUMP| 100310.00000 100310.00| 64704.06000 64704.06| 150000.00000 150000.00 MASONRY COATING , STR. NO. 9 | | | 0096 731-93945 69030.000 SFT | 12.50000 862875.00| 12.14000 838024.20| 16.00000 1104480.00 FACE PANELS, CONCRETE | | | 0097 731-93946 69030.000 SFT | 8.00000 552240.00| 15.27000 1054088.10| 6.00000 414180.00 WALL ERECTION | | | 0098 731-93947 3298.000 LFT | 22.00000 72556.00| 19.73000 65069.54| 22.00000 72556.00 LEVELING PAD, CONCRETE | | | 0099 801-03290 8.000 EACH| 200.00000 1600.00| 182.58000 1460.64| 210.00000 1680.00 CONSTRUCTION SIGN, C , WORK ZONE | | | SPECIAL PATROL | | | 0100 801-04165 122.000 EACH| 50.00000 6100.00| 61.20000 7466.40| 55.00000 6710.00 CONSTRUCTION DRUM, LEAVE IN PLACE | | | 0101 801-06198 120.000 DAY | 450.00000 54000.00| 459.00000 55080.00| 475.00000 57000.00 PATROLLER | | | 0102 801-06201 380.000 SYS | 40.00000 15200.00| 78.54000 29845.20| 80.00000 30400.00 TEMPORARY PANEL SIGNS | | | 0103 801-06202 1416.000 LFT | 15.00000 21240.00| 10.61000 15023.76| 11.00000 15576.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0104 801-06203 66067.000 LFT | 0.08000 5285.36| 0.05000 3303.35| 0.10000 6606.70 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0105 801-06586 26714.000 LFT | 0.18000 4808.52| 0.10000 2671.40| 0.20000 5342.80 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0106 801-06625 53.000 EACH| 110.00000 5830.00| 76.50000 4054.50| 95.00000 5035.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0107 801-06639 4214.000 LFT | 12.00000 50568.00| 44.62000 188028.68| 40.00000 168560.00 TEMPORARY CONCRETE BARRIER, ANCHORED , | | | LEAVE IN PLACE | | | 0108 801-06640 32.000 EACH| 150.00000 4800.00| 160.14000 5124.48| 165.00000 5280.00 CONSTRUCTION SIGN, A , LEAVE IN PLACE | | | 0109 801-06645 2.000 EACH| 55.00000 110.00| 86.70000 173.40| 55.00000 110.00 CONSTRUCTION SIGN, B | | | 0110 801-06645 8.000 EACH| 75.00000 600.00| 51.00000 408.00| 80.00000 640.00 CONSTRUCTION SIGN, B , LEAVE IN PLACE | | | 0111 801-06646 2780.000 LFT | 12.00000 33360.00| 40.27000 111950.60| 30.00000 83400.00 TEMPORARY CONCRETE BARRIER | | | 0112 801-06710 784.000 DAY | 16.00000 12544.00| 5.10000 3998.40| 11.75000 9212.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 676 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,242,927.70 ROUTE : 70 CALL ORDER : 676 CONTRACT ID : B -26890-B COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-2040801 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 801-06775 LUMP| 594444.90000 594444.90| 600000.00000 600000.00| 400000.00000 400000.00 MAINTAINING TRAFFIC | | | 0114 801-07118 20.000 LFT | 15.00000 300.00| 12.24000 244.80| 15.75000 315.00 BARRICADE, III-A | | | 0115 801-07119 80.000 LFT | 17.00000 1360.00| 13.26000 1060.80| 18.00000 1440.00 BARRICADE, III-B | | | 0116 801-07606 2077.000 LFT | 24.30000 50471.10| 22.31000 46337.87| 27.50000 57117.50 TEMPORARY CROSSOVER DRAINAGE PIPE , | | | WITH AREA DRAINS | | | 0117 801-09133 4.000 EACH| 15500.00000 62000.00| 13101.90000 52407.60| 17000.00000 68000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0118 801-95580 940.000 LFT | 9.78000 9193.20| 43.70000 41078.00| 45.00000 42300.00 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0119 801-97643 1328.000 LFT | 4.25000 5644.00| 5.87000 7795.36| 5.50000 7304.00 TEMPORARY BUZZ STRIPS | | | 0120 802-07059 2.000 EACH| 150.00000 300.00| 153.00000 306.00| 160.00000 320.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0121 805-03391 16.000 WK | 3870.72000 61931.52| 4669.56000 74712.96| 4850.00000 77600.00 TRUCK, TOW | | | 0122 805-06592 10583.000 LFT | 7.00000 74081.00| 6.83000 72281.89| 7.00000 74081.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0123 805-06600 73.000 LFT | 35.00000 2555.00| 25.50000 1861.50| 26.50000 1934.50 CONDUIT, PVC, 3 IN. , CONCRETE ENCASED | | | 0124 805-07734 20.000 MOS | 4800.00000 96000.00| 4896.00000 97920.00| 5500.00000 110000.00 OVERHEIGHT DETECTION SYSTEM | | | 0125 805-86900 38.000 EACH| 264.14000 10037.32| 188.70000 7170.60| 195.00000 7410.00 JUNCTION BOX , LIGHTING, 12"x12"x6" | | | 0126 807-04744 LUMP| 21400.00000 21400.00| 35904.00000 35904.00| 37500.00000 37500.00 LIGHTING , INTERIOR, CIRCUIT | | | INSTALLATION, STRUCTURE, STR. NO. 9 | | | 0127 807-04744 LUMP| 35200.00000 35200.00| 10098.00000 10098.00| 10500.00000 10500.00 LIGHTING , INTERIOR, CIRCUIT | | | INSTALLATION, STR. 8 | | | 0128 807-04744 LUMP| 9900.00000 9900.00| 62934.00000 62934.00| 22750.00000 22750.00 LIGHTING , INTERIOR, CIRCUIT | | | INSTALLATION, STR.11 | | | 0129 807-78590 2.000 EACH| 830.00000 1660.00| 846.60000 1693.20| 875.00000 1750.00 HANDHOLE , ATMS | | | 0130 808-06716 25279.000 LFT | 0.30000 7583.70| 0.40000 10111.60| 0.35000 8847.65 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 676 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 28,242,927.70 ROUTE : 70 CALL ORDER : 676 CONTRACT ID : B -26890-B COUNTIES : MARION LETTING DATE : 05/20/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-2040801 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 808-75996 182.000 EACH| 8.00000 1456.00| 7.91000 1439.62| 8.50000 1547.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0132 808-75998 242.000 EACH| 25.00000 6050.00| 28.31000 6851.02| 25.00000 6050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 26,948,929.00| $ 26,973,020.78| $ 27,965,949.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,948,929.00| $ 26,973,020.78| $ 27,965,949.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 680 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : SR 61,63&161, US 41 CALL ORDER : 680 CONTRACT ID : B -26892-A COUNTIES : KNOX SPENCER LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SULLIVAN OTHERS CONTRACT TIME : 11/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99990AB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 291,244.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 317,415.13 108.9859% 3 35-1602596 ICARUS INDUSTRIAL PAINTING $ 319,000.00 109.5301% 4 35-1841931 VENUS PAINTING COMPANY $ 333,000.00 114.3371% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1645115 |(3) 35-1602596 |FIVE STAR PAINTING, INC. |THREE STAR PAINTING |ICARUS INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 2100.00000 12600.00| 500.00000 3000.00| 500.00000 3000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 15720.00000 15720.00| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 9939.00000 9939.00| 5158.47000 5158.47| 7200.00000 7200.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0004 619-51859 LUMP| 13159.00000 13159.00| 5385.34000 5385.34| 7500.00000 7500.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0005 619-51859 LUMP| 12927.00000 12927.00| 6292.20000 6292.20| 8700.00000 8700.00 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0006 619-51859 LUMP| 16563.00000 16563.00| 8786.40000 8786.40| 12300.00000 12300.00 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0007 619-51859 LUMP| 10942.00000 10942.00| 5271.84000 5271.84| 7300.00000 7300.00 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0008 619-51859 LUMP| 19086.00000 19086.00| 7936.11000 7936.11| 11500.00000 11500.00 PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0009 619-61000 LUMP| 19877.00000 19877.00| 33728.46000 33728.46| 27300.00000 27300.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0010 619-61000 LUMP| 26317.00000 26317.00| 35211.88000 35211.88| 28500.00000 28500.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0011 619-61000 LUMP| 25853.00000 25853.00| 41141.31000 41141.31| 33300.00000 33300.00 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0012 619-61000 LUMP| 33127.00000 33127.00| 57449.58000 57449.58| 46500.00000 46500.00 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0013 619-61000 LUMP| 21883.00000 21883.00| 34469.75000 34469.75| 27900.00000 27900.00 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0014 619-61000 LUMP| 38171.00000 38171.00| 51889.95000 51889.95| 42000.00000 42000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 680 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : SR 61,63&161, US 41 CALL ORDER : 680 CONTRACT ID : B -26892-A COUNTIES : KNOX SPENCER LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SULLIVAN OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1645115 |(3) 35-1602596 |FIVE STAR PAINTING, INC. |THREE STAR PAINTING |ICARUS INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 619-93423 LUMP| 1500.00000 1500.00| 264.53000 264.53| 11000.00000 11000.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0016 619-93423 LUMP| 1500.00000 1500.00| 276.17000 276.17| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0017 619-93423 LUMP| 1500.00000 1500.00| 322.67000 322.67| 11000.00000 11000.00 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0018 619-93423 LUMP| 1500.00000 1500.00| 450.58000 450.58| 11000.00000 11000.00 POLLUTION CONTROL STRUCTURE NO. 4 | | | 0019 619-93423 LUMP| 1500.00000 1500.00| 270.35000 270.35| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 5 | | | 0020 619-93423 LUMP| 1500.00000 1500.00| 406.98000 406.98| 1000.00000 1000.00 POLLUTION CONTROL STRUCTURE NO. 6 | | | 0021 709-51821 LUMP| 200.00000 200.00| 264.53000 264.53| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0022 709-51821 LUMP| 250.00000 250.00| 276.17000 276.17| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 2 | | | 0023 709-51821 LUMP| 200.00000 200.00| 322.67000 322.67| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0024 709-51821 LUMP| 200.00000 200.00| 450.58000 450.58| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 4 | | | 0025 709-51821 LUMP| 200.00000 200.00| 270.35000 270.35| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 5 | | | 0026 709-51821 LUMP| 250.00000 250.00| 406.98000 406.98| 500.00000 500.00 SURFACE SEAL STRUCTURE NO. 6 | | | 0027 801-06775 LUMP| 2800.00000 2800.00| 264.53000 264.53| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 1 | | | 0028 801-06775 LUMP| 500.00000 500.00| 276.17000 276.17| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 2 | | | 0029 801-06775 LUMP| 500.00000 500.00| 322.67000 322.67| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 3 | | | 0030 801-06775 LUMP| 650.00000 650.00| 450.58000 450.58| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 4 | | | 0031 801-06775 LUMP| 400.00000 400.00| 270.35000 270.35| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 5 | | | 0032 801-06775 LUMP| 650.00000 650.00| 406.98000 406.98| 500.00000 500.00 MAINTAINING TRAFFIC STRUCTURE NO. 6 | | | SECTION TOTALS | $ 291,244.00| $ 317,415.13| $ 319,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 291,244.00| $ 317,415.13| $ 319,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 680 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : SR 61,63&161, US 41 CALL ORDER : 680 CONTRACT ID : B -26892-A COUNTIES : KNOX SPENCER LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SULLIVAN OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 | | |VENUS PAINTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 600.00000 3600.00| | FIELD OFFICE, A | | | 0002 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0004 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0005 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0006 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0007 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0008 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0009 619-61000 LUMP| 38000.00000 38000.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0010 619-61000 LUMP| 38000.00000 38000.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0011 619-61000 LUMP| 38000.00000 38000.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0012 619-61000 LUMP| 38000.00000 38000.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0013 619-61000 LUMP| 38000.00000 38000.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0014 619-61000 LUMP| 38000.00000 38000.00| | CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | 0015 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STRUCTURE NO. 1 | | | 0016 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STRUCTURE NO. 2 | | | 0017 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STRUCTURE NO. 3 | | | 0018 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STRUCTURE NO. 4 | | | 0019 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STRUCTURE NO. 5 | | | 0020 619-93423 LUMP| 600.00000 600.00| | POLLUTION CONTROL STRUCTURE NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/02/03 PAGE : 680 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 349,000.00 ROUTE : SR 61,63&161, US 41 CALL ORDER : 680 CONTRACT ID : B -26892-A COUNTIES : KNOX SPENCER LETTING DATE : 05/20/03 10:00 AM DISTRICT : VINCENNES DISTRICT SULLIVAN OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 | | |VENUS PAINTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 709-51821 LUMP| 300.00000 300.00| | SURFACE SEAL STRUCTURE NO. 1 | | | 0022 709-51821 LUMP| 300.00000 300.00| | SURFACE SEAL STRUCTURE NO. 2 | | | 0023 709-51821 LUMP| 300.00000 300.00| | SURFACE SEAL STRUCTURE NO. 3 | | | 0024 709-51821 LUMP| 300.00000 300.00| | SURFACE SEAL STRUCTURE NO. 4 | | | 0025 709-51821 LUMP| 300.00000 300.00| | SURFACE SEAL STRUCTURE NO. 5 | | | 0026 709-51821 LUMP| 300.00000 300.00| | SURFACE SEAL STRUCTURE NO. 6 | | | 0027 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC STRUCTURE NO. 1 | | | 0028 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC STRUCTURE NO. 2 | | | 0029 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC STRUCTURE NO. 3 | | | 0030 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC STRUCTURE NO. 4 | | | 0031 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC STRUCTURE NO. 5 | | | 0032 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC STRUCTURE NO. 6 | | | SECTION TOTALS | $ 333,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 333,000.00| | ====================================================================================================================================