INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/15/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 8,159,925.70 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGNING INSTALLATION | | | 0001 105-06845 LUMP | 90000.00000 90000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 3.000 EACH | 100.00000 300.00| | RADIO | | | 0003 105-07040 36.000 MOS | 2000.00000 72000.00| | FIELD OFFICE, C | | | 0004 105-08520 2.000 EACH | 100.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 72.000 MOS | 165.00000 11880.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 108.000 MOS | 120.00000 12960.00| | RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 108-01614 LUMP | 18000.00000 18000.00| | PARTNERING OVERHEAD | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 110-01001 LUMP | 408000.00000 408000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 200000.00000 200000.00| | CLEARING RIGHT OF WAY | | | 0014 202-02240 27604.000 m2 | 6.20000 171144.80| | PAVEMENT REMOVAL | | | 0015 202-02241 142.000 m | 39.00000 5538.00| | GUARDRAIL, REMOVE | | | 0016 202-02271 2.000 EACH | 775.00000 1550.00| | HEADWALL, REMOVE | | | 0017 202-02928 5.000 EACH | 475.00000 2375.00| | CATCH BASIN, REMOVE | | | 0018 202-05545 4600.000 m3 | 22.00000 101200.00| | REGULATED MATERIALS, DISPOSE, C | | | 0019 202-05550 4600.000 m3 | 4.10000 18860.00| | REGULATED MATERIALS, REMOVE, C | | | 0020 202-05555 4600.000 m3 | 15.50000 71300.00| | REGULATED MATERIALS, TRANSPORT, C | | | 0021 202-05571 64.000 EACH | 83.00000 5312.00| | TESTING FOR WASTES , TPH, 24 HOUR | | | RESULTS | | | 0022 202-05571 10.000 EACH | 83.00000 830.00| | TESTING FOR WASTES , WATER, BTEX-MTBE | | | 0023 202-05825 3.000 EACH | 5000.00000 15000.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 22800 THROUGH 39000 | | | LITERS CAPACITY | | | 0024 202-08209 26000.000 L | 0.10000 2600.00| | UNDERGROUND STORAGE TANK, LIQUID WASTE | | | DISPOSAL, C | | | 0025 202-51330 LUMP | 75000.00000 75000.00| | PRESENT STRUCTURE, REMOVE | | | 0026 202-74035 2.000 EACH | 36.00000 72.00| | SIGN, REMOVE | | | 0027 202-78515 LUMP | 2000.00000 2000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0028 202-91385 7.000 EACH | 485.00000 3395.00| | INLET, REMOVE | | | 0029 202-94793 199.000 m | 52.00000 10348.00| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 202-96133 1767.000 m | 62.00000 109554.00| | PIPE, REMOVE | | | 0031 203-02000 38619.000 m3 | 18.00000 695142.00| | EXCAVATION, COMMON | | | 0032 203-02070 3908.000 m3 | 10.00000 39080.00| | BORROW | | | 0033 203-51223 1200.000 m3 | 13.00000 15600.00| | EXCAVATION, WATERWAY | | | 0034 205-06931 774.000 Mg | 64.00000 49536.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0035 205-06933 9.000 EACH | 77.00000 693.00| | TEMPORARY DITCH INLET PROTECTION | | | 0036 205-06936 302.000 Mg | 56.00000 16912.00| | TEMPORARY SEDIMENT TRAP | | | 0037 205-06937 923.000 m | 4.40000 4061.20| | TEMPORARY SILT FENCE | | | 0038 205-06938 845.000 m | 64.00000 54080.00| | TEMPORARY SLOPE DRAIN | | | 0039 206-51230 30.000 m3 | 70.00000 2100.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0040 207-08263 58942.000 m2 | 5.00000 294710.00| | SUBGRADE TREATMENT, TYPE IA | | | 0041 207-08266 10360.000 m2 | 8.00000 82880.00| | SUBGRADE TREATMENT, TYPE III | | | 0042 211-02050 5000.000 m3 | 20.00000 100000.00| | B BORROW | | | 0043 211-06467 116.000 m3 | 50.00000 5800.00| | AGGREGATE FOR END BENT BACKFILL | | | 0044 211-07454 1911.000 m3 | 30.00000 57330.00| | STRUCTURE BACKFILL | | | 0045 301-07448 600.000 Mg | 29.00000 17400.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0046 303-01180 6136.000 Mg | 28.00000 171808.00| | COMPACTED AGGREGATE, NO. 53 | | | 0047 304-06464 25.000 m3 | 180.00000 4500.00| | SUBBASE FOR PCCP | | | 0048 306-08043 397.000 m2 | 17.00000 6749.00| | MILLING, TRANSITION | | | 0049 401-06264 LUMP | 2650.00000 2650.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 401-07320 660.000 Mg | 65.00000 42900.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0051 401-07334 4842.000 Mg | 57.00000 275994.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0052 401-07403 7544.000 Mg | 48.00000 362112.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0053 401-07406 1760.000 Mg | 50.00000 88000.00| | QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0054 401-07424 22126.000 Mg | 45.00000 995670.00| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0055 401-07429 9083.000 Mg | 44.00000 399652.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0056 402-07432 925.000 Mg | 69.00000 63825.00| | HMA SURFACE, TYPE A | | | 0057 402-07435 1505.000 Mg | 52.00000 78260.00| | HMA INTERMEDIATE, TYPE A | | | 0058 402-07440 735.000 Mg | 57.00000 41895.00| | HMA BASE, TYPE A | | | 0059 402-07450 436.000 Mg | 61.00000 26596.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0060 402-07453 420.000 Mg | 58.00000 24360.00| | HMA FOR TEMPORARY PAVEMENT | | | 0061 404-05511 9095.000 m2 | 3.00000 27285.00| | SEAL COAT, 2 | | | 0062 404-05514 25.000 m2 | 20.00000 500.00| | SEAL COAT, 5 | | | 0063 406-05520 62.000 Mg | 320.00000 19840.00| | ASPHALT FOR TACK COAT | | | 0064 601-01522 4.000 EACH | 1750.00000 7000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0065 601-94689 4.000 EACH | 2750.00000 11000.00| | GUARDRAIL END TREATMENT, OS | | | 0066 601-99105 149.000 m | 55.00000 8195.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0067 602-06729 8.000 EACH | 10.00000 80.00| | BARRIER DELINEATOR | | | 0068 605-06120 13.000 m | 160.00000 2080.00| | CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 605-06150 2397.000 m | 52.00000 124644.00| | CURB AND GUTTER, C, CONCRETE | | | 0070 605-06255 125.000 m2 | 118.00000 14750.00| | CENTER CURB, D, CONCRETE | | | 0071 607-90826 4.000 EACH | 215.00000 860.00| | GUTTER TURNOUT, CONCRETE | | | 0072 609-06259 340.000 m2 | 120.00000 40800.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0073 610-07486 671.000 Mg | 90.00000 60390.00| | HMA FOR APPROACHES, TYPE A | | | 0074 610-08446 2510.000 m2 | 42.00000 105420.00| | PCCP FOR APPROACHES, 150 mm | | | 0075 611-06497 20.000 EACH | 148.00000 2960.00| | MAILBOX ASSEMBLY, SINGLE | | | 0076 611-06498 12.000 EACH | 180.00000 2160.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0077 615-06490 106.000 EACH | 129.00000 13674.00| | RIGHT OF WAY MARKER | | | 0078 615-06505 5.000 EACH | 465.00000 2325.00| | MONUMENT, B | | | 0079 615-06527 3.000 EACH | 750.00000 2250.00| | MONUMENT, SECTION CORNER | | | 0080 616-02320 5410.000 m2 | 1.70000 9197.00| | GEOTEXTILES | | | 0081 616-06405 2403.000 Mg | 25.00000 60075.00| | RIPRAP, REVETMENT | | | 0082 616-06451 1859.000 Mg | 38.00000 70642.00| | RIPRAP, UNIFORM | | | 0083 621-01004 8.000 EACH | 300.00000 2400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0084 621-06545 16.000 Mg | 285.00000 4560.00| | FERTILIZER | | | 0085 621-06553 1045.000 kg | 11.60000 12122.00| | SEED MIXTURE, R | | | 0086 621-06557 1028.000 kg | 4.80000 4934.40| | SEED MIXTURE, T | | | 0087 621-06565 77.000 Mg | 275.00000 21175.00| | MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 621-06567 135.000 kL | 2.60000 351.00| | WATER | | | 0089 621-06574 7438.000 m2 | 3.10000 23057.80| | SODDING | | | 0090 622-52436 5.000 EACH | 25.80000 129.00| | SIGN, DO NOT MOW OR SPRAY | | | 0091 622-91786 78.000 EACH | 10.10000 787.80| | SEEDLING | | | 0092 701-02094 1.000 EACH | 6000.00000 6000.00| | DYNAMIC PILE MONITORING TEST | | | 0093 701-04732 231.000 m | 180.00000 41580.00| | PILE , CONCRETE, STEEL SHELL ENCASED, | | | 11mm, | | | 0094 703-03622 329.000 EACH | 20.00000 6580.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | MODIFIED | | | 0095 703-51030 7324.000 kg | 1.80000 13183.20| | REINFORCING STEEL | | | 0096 703-51032 49610.000 kg | 1.85000 91778.50| | REINFORCING STEEL, EPOXY COATED | | | 0097 704-08513 194.000 m3 | 835.00000 161990.00| | QC/QA-CONCRETE IN SUPERSTRUCTURE | | | 0098 704-51002 133.000 m3 | 1245.00000 165585.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0099 706-05732 4.000 EACH | 1345.00000 5380.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0100 706-51020 19.000 m3 | 615.00000 11685.00| | CONCRETE, C, RAILING | | | 0101 707-05991 240.000 m | 1810.00000 434400.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 2134 mm X 1220 mm , HPC, MODIFIED | | | 0102 709-51821 LUMP | 5085.00000 5085.00| | SURFACE SEAL | | | 0103 711-90648 LUMP | 6000.00000 6000.00| | TESTING AND MONITORING EQUIPMENT , | | | BRIDGE DECK, RCBA | | | 0104 711-90648 LUMP | 7000.00000 7000.00| | TESTING AND MONITORING EQUIPMENT , HPC | | | STRUCTURAL MEMBERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 714-02677 102.000 m | 900.00000 91800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 1200 mm | | | 0106 714-93641 32.000 m | 650.00000 20800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0107 714-93978 118.000 m | 750.00000 88500.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0108 715-05048 5320.000 m | 10.00000 53200.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0109 715-05053 282.000 m | 56.00000 15792.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0110 715-05119 20.000 m | 135.00000 2700.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0111 715-05123 35.000 m | 159.00000 5565.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0112 715-05149 8.000 m | 256.00000 2048.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0113 715-05151 728.000 m | 125.00000 91000.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0114 715-05152 197.000 m | 101.00000 19897.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0115 715-05153 45.000 m | 129.00000 5805.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0116 715-05154 67.000 m | 135.00000 9045.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0117 715-05155 32.000 m | 168.00000 5376.00| | PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0118 715-05169 344.000 m | 119.00000 40936.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0119 715-05171 42.000 m | 113.00000 4746.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0120 715-05236 66.000 m | 238.00000 15708.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.47 | | | m2 | | | 0121 715-46005 38.000 EACH | 335.00000 12730.00| | PIPE END SECTION, 375 mm | | | 0122 715-46010 2.000 EACH | 365.00000 730.00| | PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 715-46020 2.000 EACH | 630.00000 1260.00| | PIPE END SECTION, 600 mm | | | 0124 718-06529 19.000 EACH | 560.00000 10640.00| | OUTLET PROTECTOR, 2 | | | 0125 718-06532 2000.000 m | 3.40000 6800.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0126 718-52610 1203.000 m3 | 36.00000 43308.00| | AGGREGATE FOR UNDERDRAINS | | | 0127 720-04136 1.000 EACH | 2200.00000 2200.00| | INLET, B13 | | | 0128 720-45030 6.000 EACH | 1300.00000 7800.00| | INLET, E7 | | | 0129 720-45035 3.000 EACH | 1900.00000 5700.00| | INLET, F7 | | | 0130 720-45400 3.000 EACH | 2800.00000 8400.00| | MANHOLE, A4 | | | 0131 720-96275 7.000 EACH | 4350.00000 30450.00| | MANHOLE, A2 | | | 0132 720-98174 34.000 EACH | 2365.00000 80410.00| | INLET, B15 | | | 0133 720-98555 17.000 EACH | 2365.00000 40205.00| | INLET, C15 | | | 0134 801-03291 2.000 EACH | 100.00000 200.00| | CONSTRUCTION SIGN, D | | | 0135 801-04308 4.000 EACH | 380.00000 1520.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0136 801-06203 2416.000 m | 0.93000 2246.88| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0137 801-06207 9728.000 m | 3.20000 31129.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0138 801-06625 15.000 EACH | 80.00000 1200.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0139 801-06640 36.000 EACH | 240.00000 8640.00| | CONSTRUCTION SIGN, A | | | 0140 801-06645 6.000 EACH | 54.00000 324.00| | CONSTRUCTION SIGN, B | | | 0141 801-06710 300.000 DAY | 12.50000 3750.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 801-06775 LUMP | 125000.00000 125000.00| | MAINTAINING TRAFFIC | | | 0143 801-07024 10.000 EACH | 5500.00000 55000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0144 801-07119 22.000 m | 55.00000 1210.00| | BARRICADE, III-B | | | 0145 801-08389 76.000 m | 85.00000 6460.00| | TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0146 801-08401 349.000 m | 87.00000 30363.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0147 802-04893 2.000 EACH | 125.00000 250.00| | REFERENCE POST | | | 0148 802-05701 174.000 m | 30.00000 5220.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0149 802-05702 46.000 m | 30.00000 1380.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0150 802-05706 94.000 m | 27.00000 2538.00| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0151 802-76025 11.000 m2 | 153.00000 1683.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0152 802-76035 27.000 m2 | 154.00000 4158.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0153 802-76045 20.000 m2 | 200.00000 4000.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0154 804-93726 9.000 EACH | 32.00000 288.00| | DELINEATOR | | | 0155 805-01815 4.000 EACH | 2100.00000 8400.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0156 805-01842 9.000 EACH | 690.00000 6210.00| | HANDHOLE, SIGNAL | | | 0157 805-01844 360.000 m | 40.00000 14400.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 805-02087 LUMP | 700.00000 700.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0159 805-78100 1.000 EACH | 8500.00000 8500.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0160 805-78205 4.000 EACH | 560.00000 2240.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0161 805-78230 4.000 EACH | 915.00000 3660.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0162 805-78415 4.000 EACH | 1450.00000 5800.00| | SPAN, CATENARY, AND TETHER | | | 0163 805-78420 4.000 EACH | 175.00000 700.00| | DISCONNECT HANGER | | | 0164 805-78445 1.000 EACH | 725.00000 725.00| | SIGNAL SERVICE | | | 0165 805-78467 15.000 m | 5.00000 75.00| | SIGNAL CABLE, 3C 8GA. | | | 0166 805-78485 30.000 m | 3.65000 109.50| | SIGNAL CABLE, 5C 14GA. | | | 0167 805-78490 335.000 m | 3.85000 1289.75| | SIGNAL CABLE, 7C 14GA. | | | 0168 805-78510 870.000 m | 2.70000 2349.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0169 805-78746 320.000 m | 29.50000 9440.00| | PREFORMED LOOP DETECTORS | | | 0170 805-78925 1.000 EACH | 1050.00000 1050.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0171 805-81032 4.000 EACH | 3300.00000 13200.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0172 805-92504 5.000 EACH | 235.00000 1175.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0173 808-06701 4931.000 m | 0.06000 295.86| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0174 808-06703 788.000 m | 1.25000 985.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 111 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,127,226.02 ROUTE : 43 CALL ORDER : 111 CONTRACT ID : R -25550-B COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 808-06713 3519.000 m | 0.26000 914.94| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0176 808-06716 2754.000 m | 1.01000 2781.54| | LINE, REMOVE | | | 0177 808-75015 984.000 m | 0.80000 787.20| | LINE, PAINT, SOLID, WHITE, 300 mm | | | 0178 808-75240 2426.000 m | 0.06000 145.56| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0179 808-75245 4101.000 m | 1.27000 5208.27| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0180 808-75290 134.000 m | 11.75000 1574.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0181 808-75297 92.000 m | 11.75000 1081.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0182 808-75320 60.000 EACH | 72.00000 4320.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0183 808-75325 31.000 EACH | 103.00000 3193.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0184 808-75996 320.000 EACH | 5.50000 1760.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0185 808-75998 116.000 EACH | 27.00000 3132.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0186 808-92027 756.000 m | 2.65000 2003.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 8,159,925.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,159,925.70| $ | $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 1 CALL ORDER : 131 CONTRACT ID : R -26926-A COUNTIES : RANDOLPH LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/03/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,412,700.00 100.0000% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,892,679.61 100.0000% 2 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 4,980,000.00 101.7847% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 5,317,076.28 108.6741% ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIDEWALK REPAIR AND LANDSCAPE | | | 0001 105-06845 LUMP | 327000.00000 327000.00| 70000.00000 70000.00| 90000.00000 90000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1625.00000 19500.00| 2200.00000 26400.00| 3350.71000 40208.52 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 245000.00000 245000.00| 182600.83000 182600.83| 346100.00000 346100.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 145000.00000 145000.00| 273700.00000 273700.00| 150000.00000 150000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 2600.000 SYS | 15.00000 39000.00| 16.50000 42900.00| 20.00000 52000.00 PAVEMENT REMOVAL | | | 0008 202-02245 5.000 EACH | 150.00000 750.00| 170.00000 850.00| 177.80000 889.00 TREE, 6 IN., REMOVE | | | 0009 202-02255 3.000 EACH | 250.00000 750.00| 270.00000 810.00| 300.00000 900.00 TREE, 18 IN., REMOVE | | | 0010 202-02260 1.000 EACH | 450.00000 450.00| 480.00000 480.00| 527.80000 527.80 TREE, 30 IN., REMOVE | | | 0011 202-02278 9217.000 LFT | 7.50000 69127.50| 8.00000 73736.00| 3.95000 36407.15 CURB, CONCRETE, REMOVE | | | 0012 202-02279 500.000 LFT | 7.75000 3875.00| 8.50000 4250.00| 9.11000 4555.00 CURB AND GUTTER, REMOVE | | | 0013 202-52710 6000.000 SYS | 9.00000 54000.00| 9.85000 59100.00| 8.35000 50100.00 SIDEWALK, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-74080 2.000 EACH | 1000.00000 2000.00| 530.00000 1060.00| 694.00000 1388.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0015 202-91010 3.000 EACH | 400.00000 1200.00| 425.00000 1275.00| 416.65000 1249.95 TREE, 24 IN., REMOVE | | | 0016 202-93898 6.000 EACH | 200.00000 1200.00| 210.00000 1260.00| 225.00000 1350.00 TREE, 12 IN., REMOVE | | | 0017 202-96632 6.000 EACH | 1002.00000 6012.00| 2550.00000 15300.00| 2369.00000 14214.00 TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0018 205-02459 LUMP | 96000.00000 96000.00| 7200.00000 7200.00| 30000.00000 30000.00 EROSION CONTROL | | | 0019 205-03662 LUMP | 22925.00000 22925.00| 25000.00000 25000.00| 25000.00000 25000.00 IRRIGATION, LANDSCAPE | | | 0021 210-03827 1.000 EACH | 5100.00000 5100.00| 5100.00000 5100.00| 5312.00000 5312.00 FOUNTAIN, DRINKING | | | 0022 210-07006 LUMP | 6050.00000 6050.00| 4500.00000 4500.00| 1219.31000 1219.31 RESET BUS STOP SHELTER | | | 0023 210-07006 LUMP | 1500.00000 1500.00| 125.00000 125.00| 609.64000 609.64 RESET TRASH RECEPTACLE | | | 0024 210-07643 27.000 EACH | 340.00000 9180.00| 80.00000 2160.00| 373.35000 10080.45 TREE PROTECTION , 4 FT. TALL | | | 0025 210-07779 94.000 CYS | 77.25000 7261.50| 82.00000 7708.00| 77.75000 7308.50 MULCH , LANDSCAPE | | | 0026 210-07907 26.000 EACH | 1060.00000 27560.00| 2250.00000 58500.00| 990.00000 25740.00 LANDSCAPE LIGHTING | | | 0027 213-08058 40.000 CYS | 400.00000 16000.00| 176.00000 7040.00| 179.60000 7184.00 FLOWABLE BACKFILL | | | 0028 301-07448 1771.000 TON | 20.00000 35420.00| 18.00000 31878.00| 41.47000 73443.37 COMPACTED AGGREGATE, NO. 53, BASE | | | 0029 302-06464 605.000 CYS | 45.00000 27225.00| 50.00000 30250.00| 93.64000 56652.20 SUBBASE FOR PCCP | | | 0030 304-07491 1620.000 TON | 75.00000 121500.00| 80.00000 129600.00| 110.00000 178200.00 HMA PATCHING, TYPE C | | | 0031 402-07434 105.000 TON | 85.00000 8925.00| 90.00000 9450.00| 130.00000 13650.00 HMA SURFACE, TYPE C | | | 0032 402-07439 176.000 TON | 75.00000 13200.00| 80.00000 14080.00| 72.50000 12760.00 HMA INTERMEDIATE, TYPE C | | | 0033 402-07442 632.000 TON | 72.00000 45504.00| 77.00000 48664.00| 57.50000 36340.00 HMA BASE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 405-05517 6.000 TON | 150.00000 900.00| 160.00000 960.00| 460.00000 2760.00 ASPHALT FOR PRIME COAT | | | 0035 406-05520 2.000 TON | 500.00000 1000.00| 530.00000 1060.00| 275.00000 550.00 ASPHALT FOR TACK COAT | | | 0036 501-95573 1360.000 LFT | 4.00000 5440.00| 20.00000 27200.00| 13.70000 18632.00 LONGITUDINAL JOINT | | | 0037 502-06330 21.000 SYS | 150.00000 3150.00| 83.00000 1743.00| 159.26000 3344.46 PCCP, 13 IN. MODIFIED PAVEMENT SHAPES | | | 0038 503-05240 1292.000 LFT | 15.00000 19380.00| 22.00000 28424.00| 20.00000 25840.00 D-1 CONTRACTION JOINT | | | 0039 604-04439 1540.000 SYS | 98.00000 150920.00| 68.00000 104720.00| 153.76000 236790.40 TEXTURED CONCRETE PAVEMENT | | | 0040 604-04439 1355.000 SYS | 98.00000 132790.00| 113.00000 153115.00| 149.48000 202545.40 TEXTURED CONCRETE PAVEMENT FOR CROSSWAL | | | 0041 604-07894 23.000 SYS | 170.00000 3910.00| 108.00000 2484.00| 110.76000 2547.48 CURB RAMP, CONCRETE, A , 5 IN. | | | 0042 604-07894 153.000 SYS | 172.00000 26316.00| 104.00000 15912.00| 110.91000 16969.23 CURB RAMP, CONCRETE, A , 8 IN. | | | 0043 604-07894 81.000 SYS | 185.00000 14985.00| 109.00000 8829.00| 145.49000 11784.69 CURB RAMP, CONCRETE, A , 8 IN., COLORED | | | 0044 604-07901 806.000 SYS | 98.00000 78988.00| 104.00000 83824.00| 101.54000 81841.24 CURB RAMP, CONCRETE, G , 5 IN. | | | 0045 604-07901 597.000 SYS | 108.00000 64476.00| 103.00000 61491.00| 109.71000 65496.87 CURB RAMP, CONCRETE, G , 8 IN. | | | 0046 604-07901 139.000 SYS | 148.00000 20572.00| 122.00000 16958.00| 145.05000 20161.95 CURB RAMP, CONCRETE, G , 8 IN., COLORED | | | 0047 604-07902 36.000 SYS | 208.00000 7488.00| 94.00000 3384.00| 103.19000 3714.84 CURB RAMP, CONCRETE, H , 5 IN. | | | 0048 604-91404 7420.000 SYS | 33.00000 244860.00| 58.00000 430360.00| 41.95000 311269.00 SIDEWALK, CONCRETE, 5 IN. | | | 0049 604-91404 4362.000 SYS | 58.00000 252996.00| 82.00000 357684.00| 88.79000 387301.98 SIDEWALK, CONCRETE, 5 IN. , DECORATIVE | | | 0050 604-91404 9.000 SYS | 230.00000 2070.00| 86.00000 774.00| 125.66000 1130.94 SIDEWALK, CONCRETE, 5 IN. , MODIFIED | | | SHAPES | | | 0051 605-06120 11175.000 LFT | 9.00000 100575.00| 25.00000 279375.00| 15.03000 167960.25 CURB, CONCRETE | | | 0052 605-06140 500.000 LFT | 19.00000 9500.00| 27.00000 13500.00| 25.10000 12550.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 610-07713 2564.000 SYS | 42.00000 107688.00| 80.00000 205120.00| 66.48000 170454.72 PCCP FOR APPROACHES, 8 IN. | | | 0054 611-08232 2.000 EACH | 500.00000 1000.00| 125.00000 250.00| 500.00000 1000.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0055 614-06480 4157.000 LFT | 17.00000 70669.00| 23.00000 95611.00| 31.75000 131984.75 HEADER, CEMENT CONCRETE, C , FOR | | | PAVEMENT | | | 0056 614-06480 2688.000 LFT | 9.00000 24192.00| 9.00000 24192.00| 27.38000 73597.44 HEADER, CEMENT CONCRETE, C , FOR | | | SIDEWALK | | | 0057 621-06570 365.000 CYS | 18.00000 6570.00| 20.00000 7300.00| 28.78000 10504.70 TOP SOIL | | | 0058 621-06575 392.000 SYS | 8.00000 3136.00| 9.00000 3528.00| 8.20000 3214.40 SODDING, NURSERY | | | 0059 621-06748 200.000 SYS | 4.40000 880.00| 5.00000 1000.00| 3.87000 774.00 SEEDING | | | 0060 622-04648 11.000 EACH | 1730.00000 19030.00| 2000.00000 22000.00| 2300.00000 25300.00 TREE GRATE , TYPE 1 | | | 0061 622-04648 8.000 EACH | 2480.00000 19840.00| 2500.00000 20000.00| 3750.00000 30000.00 TREE GRATE , TYPE 2 | | | 0062 622-05638 204.000 EACH | 43.55000 8884.20| 46.00000 9384.00| 41.90000 8547.60 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0063 622-05639 235.000 EACH | 44.60000 10481.00| 48.00000 11280.00| 54.90000 12901.50 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0064 622-05640 76.000 EACH | 74.00000 5624.00| 80.00000 6080.00| 74.75000 5681.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0065 622-05651 40.000 EACH | 540.00000 21600.00| 570.00000 22800.00| 506.00000 20240.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0066 622-05653 647.000 EACH | 12.55000 8119.85| 13.30000 8605.10| 13.00000 8411.00 PLANT, GROUND COVER | | | 0067 622-05654 101.000 EACH | 15.72000 1587.72| 17.00000 1717.00| 15.50000 1565.50 PLANT, PERENNIAL | | | 0068 622-91534 11.000 EACH | 1750.00000 19250.00| 2000.00000 22000.00| 1885.00000 20735.00 TREE WELL , TYPE 1 | | | 0069 622-91534 8.000 EACH | 2800.00000 22400.00| 2200.00000 17600.00| 3100.00000 24800.00 TREE WELL , TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 715-02889 500.000 LFT | 22.00000 11000.00| 23.30000 11650.00| 16.50000 8250.00 SERVICE LINE, 1 IN. | | | 0071 715-05118 568.000 LFT | 34.00000 19312.00| 37.00000 21016.00| 79.00000 44872.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0072 715-05121 24.000 LFT | 45.00000 1080.00| 48.00000 1152.00| 94.00000 2256.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0073 715-92525 200.000 LFT | 45.00000 9000.00| 48.00000 9600.00| 71.00000 14200.00 WATER MAIN, 10 IN. | | | 0074 715-93911 100.000 LFT | 35.00000 3500.00| 38.00000 3800.00| 57.00000 5700.00 WATER MAIN, 4 IN. | | | 0075 715-93912 100.000 LFT | 37.00000 3700.00| 40.00000 4000.00| 58.00000 5800.00 WATER MAIN, 6 IN. | | | 0076 715-93913 250.000 LFT | 42.00000 10500.00| 45.00000 11250.00| 63.00000 15750.00 WATER MAIN, 8 IN. | | | 0077 719-04991 50.000 LFT | 12.00000 600.00| 13.00000 650.00| 25.00000 1250.00 DRAIN , FOUNTAIN, 2 IN. PVC | | | 0078 720-01038 10.000 EACH | 500.00000 5000.00| 530.00000 5300.00| 360.00000 3600.00 RING AND COVER, 4 | | | 0079 720-44000 66.000 EACH | 200.00000 13200.00| 212.00000 13992.00| 310.00000 20460.00 CASTING, ADJUST TO GRADE | | | 0080 720-45155 7.000 EACH | 1500.00000 10500.00| 1600.00000 11200.00| 2400.00000 16800.00 INLET, M10, MODIFIED | | | 0081 720-45510 1.000 EACH | 4000.00000 4000.00| 4240.00000 4240.00| 11000.00000 11000.00 MANHOLE, C4, MODIFIED | | | 0082 720-45515 2.000 EACH | 4800.00000 9600.00| 5100.00000 10200.00| 22000.00000 44000.00 MANHOLE, D4, MODIFIED | | | 0083 720-45605 36.000 LFT | 85.00000 3060.00| 91.00000 3276.00| 250.00000 9000.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0084 720-90579 4.000 EACH | 1800.00000 7200.00| 1900.00000 7600.00| 3200.00000 12800.00 HYDRANT SETTING, RELOCATE | | | 0085 720-90922 18.000 EACH | 200.00000 3600.00| 212.00000 3816.00| 1610.00000 28980.00 PIPE INLET , MODIFIED, 90 DEG. ELBOW | | | 0086 720-98363 12.000 EACH | 4100.00000 49200.00| 4350.00000 52200.00| 3600.00000 43200.00 CATCH BASIN, MODIFIED | | | 0087 732-02874 53.000 EACH | 280.00000 14840.00| 300.00000 15900.00| 340.00000 18020.00 CURB STOP AND BOX | | | 0088 732-03942 8.000 EACH | 600.00000 4800.00| 700.00000 5600.00| 360.00000 2880.00 HYDRANT , ADJUST TO GRADE | | | 0089 732-04926 3.000 EACH | 80.00000 240.00| 85.00000 255.00| 174.00000 522.00 VALVE AND BUFFALO BOX, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 732-04964 100.000 LFT | 68.00000 6800.00| 72.00000 7200.00| 70.90000 7090.00 WATER MAIN , 12 IN. | | | 0091 732-06655 6.000 EACH | 429.00000 2574.00| 520.00000 3120.00| 422.00000 2532.00 ADAPTER , 4 CHANNEL CARD | | | 0092 801-01093 8.000 EACH | 530.00000 4240.00| 560.00000 4480.00| 595.00000 4760.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0093 801-02595 24.000 EACH | 100.00000 2400.00| 60.00000 1440.00| 105.00000 2520.00 CONTROLLER, RESET TIMING | | | 0094 801-06207 48517.000 LFT | 0.82000 39783.94| 0.87000 42209.79| 0.86000 41724.62 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0095 801-06211 38.000 EACH | 76.00000 2888.00| 81.00000 3078.00| 79.00000 3002.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0096 801-06212 17.000 EACH | 128.00000 2176.00| 136.00000 2312.00| 73.00000 1241.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0097 801-06218 754.000 LFT | 6.15000 4637.10| 6.52000 4916.08| 5.16000 3890.64 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0098 801-06640 120.000 EACH | 124.00000 14880.00| 132.00000 15840.00| 149.00000 17880.00 CONSTRUCTION SIGN, A | | | 0099 801-06645 12.000 EACH | 32.00000 384.00| 34.00000 408.00| 60.00000 720.00 CONSTRUCTION SIGN, B | | | 0100 801-06710 1215.000 DAY | 10.00000 12150.00| 12.00000 14580.00| 12.00000 14580.00 FLASHING ARROW SIGN | | | 0101 801-06775 LUMP | 495000.00000 495000.00| 76850.00000 76850.00| 215000.00000 215000.00 MAINTAINING TRAFFIC | | | 0102 801-07118 770.000 LFT | 14.85000 11434.50| 15.75000 12127.50| 11.75000 9047.50 BARRICADE, III-A | | | 0103 801-94295 18.000 EACH | 130.00000 2340.00| 60.00000 1080.00| 190.00000 3420.00 SIGNAL HEAD, RELOCATE | | | 0104 802-01986 84.000 LFT | 10.00000 840.00| 15.00000 1260.00| 11.99000 1007.16 POLE, STEEL GALVANIZED, 2.375 IN. | | | 0105 802-05701 310.000 LFT | 12.00000 3720.00| 14.00000 4340.00| 16.49000 5111.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0106 802-07159 2.000 EACH | 3100.00000 6200.00| 3500.00000 7000.00| 2300.00000 4600.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 802-76025 361.000 SFT | 9.15000 3303.15| 20.00000 7220.00| 16.89000 6097.29 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0108 802-76035 253.000 SFT | 9.25000 2340.25| 22.00000 5566.00| 17.14000 4336.42 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0109 802-76045 181.000 SFT | 14.00000 2534.00| 25.00000 4525.00| 17.69000 3201.89 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0110 802-76135 2.000 EACH | 9000.00000 18000.00| 8200.00000 16400.00| 10866.00000 21732.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0111 802-97812 16.000 EACH | 78.00000 1248.00| 425.00000 6800.00| 120.00000 1920.00 STREET NAME IDENTIFICATION SIGN | | | 0112 805-01816 20.000 EACH | 605.00000 12100.00| 620.00000 12400.00| 732.00000 14640.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0113 805-01828 20.000 EACH | 125.00000 2500.00| 110.00000 2200.00| 111.00000 2220.00 TRAFFIC SIGNAL HEAD, REALIGN | | | 0114 805-01842 14.000 EACH | 515.00000 7210.00| 690.00000 9660.00| 667.00000 9338.00 HANDHOLE, SIGNAL | | | 0115 805-01842 38.000 EACH | 945.00000 35910.00| 630.00000 23940.00| 975.00000 37050.00 HANDHOLE, SIGNAL , MODIFIED, 30 IN. | | | 0116 805-01893 LUMP | 3000.00000 3000.00| 1100.00000 1100.00| 2099.00000 2099.00 MAINTAINING TRAFFIC SIGNAL | | | 0117 805-02037 3.000 EACH | 3400.00000 10200.00| 3800.00000 11400.00| 2397.00000 7191.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0118 805-02069 2.000 EACH | 3500.00000 7000.00| 3900.00000 7800.00| 2466.00000 4932.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0119 805-02072 1.000 EACH | 3600.00000 3600.00| 3900.00000 3900.00| 2729.00000 2729.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0120 805-02073 2.000 EACH | 3800.00000 7600.00| 4000.00000 8000.00| 3182.00000 6364.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0121 805-02152 48.000 EACH | 815.00000 39120.00| 1315.00000 63120.00| 757.00000 36336.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0122 805-02373 2320.000 LFT | 2.80000 6496.00| 4.00000 9280.00| 2.80000 6496.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0124 805-02855 3.000 EACH | 600.00000 1800.00| 572.00000 1716.00| 695.00000 2085.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 6 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 805-03983 6.000 EACH | 1062.00000 6372.00| 4670.00000 28020.00| 4388.00000 26328.00 PHASE SELECTORS | | | 0126 805-04133 1.000 EACH | 540.00000 540.00| 540.00000 540.00| 519.00000 519.00 SIGNAL PEDESTAL, 12 FT. | | | 0127 805-05673 11.000 EACH | 4260.00000 46860.00| 4515.00000 49665.00| 4063.00000 44693.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 30 FT. SIGNAL MAST ARM, 10 | | | FT. LIGHT | | | 0128 805-05673 4.000 EACH | 4440.00000 17760.00| 4700.00000 18800.00| 4364.00000 17456.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, , 35 FT. SIGNAL MAST ARM, 10 | | | FT. LIGHT | | | 0129 805-05871 23.000 EACH | 855.00000 19665.00| 946.00000 21758.00| 823.00000 18929.00 EMERGENCY VEHICLE LIGHT DETECTOR , 1 | | | DIRECTION, 4 CHANNEL | | | 0130 805-06592 3534.000 LFT | 10.45000 36930.30| 12.60000 44528.40| 12.98000 45871.32 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0131 805-06595 9025.000 LFT | 6.00000 54150.00| 2.70000 24367.50| 5.50000 49637.50 CONDUIT, PVC, 2 IN. , FOR LIGHTING | | | 0132 805-06886 1.000 EACH | 44240.00000 44240.00| 40300.00000 40300.00| 40564.00000 40564.00 VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0133 805-07115 LUMP | 59500.00000 59500.00| 52000.00000 52000.00| 58424.00000 58424.00 ITS VIDEO SURVEILLANCE | | | 0134 805-08129 4330.000 LFT | 1.00000 4330.00| 3.30000 14289.00| 1.22000 5282.60 SIGNAL CABLE , M-138 | | | 0135 805-78106 2.000 EACH | 20100.00000 40200.00| 20000.00000 40000.00| 16785.00000 33570.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0136 805-78109 4.000 EACH | 15400.00000 61600.00| 12700.00000 50800.00| 11829.00000 47316.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0137 805-78205 36.000 EACH | 868.00000 31248.00| 724.00000 26064.00| 711.00000 25596.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0138 805-78230 10.000 EACH | 1235.00000 12350.00| 1260.00000 12600.00| 1214.00000 12140.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0139 805-78370 48.000 EACH | 85.00000 4080.00| 105.00000 5040.00| 101.00000 4848.00 PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0140 805-78445 1.000 EACH | 450.00000 450.00| 960.00000 960.00| 467.00000 467.00 SIGNAL SERVICE | | | 0141 805-78467 325.000 LFT | 1.50000 487.50| 2.00000 650.00| 1.76000 572.00 SIGNAL CABLE, 3C 8GA. | | | 0142 805-78470 3910.000 LFT | 0.19000 742.90| 0.40000 1564.00| 0.49000 1915.90 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0143 805-78480 5710.000 LFT | 0.75000 4282.50| 1.20000 6852.00| 0.98000 5595.80 SIGNAL CABLE, 3C 14GA. | | | 0144 805-78485 3070.000 LFT | 1.00000 3070.00| 1.70000 5219.00| 1.13000 3469.10 SIGNAL CABLE, 5C 14GA. | | | 0145 805-78490 4085.000 LFT | 1.00000 4085.00| 2.00000 8170.00| 1.33000 5433.05 SIGNAL CABLE, 7C 14GA. | | | 0146 805-78510 3770.000 LFT | 1.00000 3770.00| 0.90000 3393.00| 0.89000 3355.30 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0147 805-78785 11.000 EACH | 395.00000 4345.00| 530.00000 5830.00| 506.00000 5566.00 SIGNAL DETECTOR HOUSING | | | 0148 805-78795 1426.000 LFT | 7.85000 11194.10| 10.40000 14830.40| 8.16000 11636.16 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0149 805-78900 1.000 EACH | 320.00000 320.00| 405.00000 405.00| 428.00000 428.00 PEDESTAL FOUNDATION, A | | | 0150 805-78925 6.000 EACH | 605.00000 3630.00| 590.00000 3540.00| 768.00000 4608.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0151 805-86889 6400.000 LFT | 0.45000 2880.00| 0.45000 2880.00| 0.32000 2048.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0152 805-92504 17.000 EACH | 300.00000 5100.00| 2280.00000 38760.00| 285.00000 4845.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0153 805-95568 5200.000 LFT | 8.00000 41600.00| 5.50000 28600.00| 8.81000 45812.00 CONDUIT, PVC, 4 IN. | | | 0154 805-96014 4210.000 LFT | 12.00000 50520.00| 10.00000 42100.00| 2.48000 10440.80 SAW CUT, FULL DEPTH | | | 0155 805-98336 11830.000 LFT | 5.05000 59741.50| 5.00000 59150.00| 3.20000 37856.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0156 807-02191 6.000 EACH | 515.00000 3090.00| 590.00000 3540.00| 488.00000 2928.00 HANDHOLE, LIGHTING | | | 0157 807-02193 5.000 EACH | 550.00000 2750.00| 620.00000 3100.00| 773.00000 3865.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 807-03950 124.000 EACH | 1141.00000 141484.00| 1220.00000 151280.00| 1096.00000 135904.00 LUMINAIRE, ORNAMENTAL , 175 WATT METAL | | | HALIDE | | | 0159 807-03951 62.000 EACH | 2165.00000 134230.00| 2800.00000 173600.00| 2560.00000 158720.00 LIGHT POLE, ORNAMENTAL , 20 FT. E.M.H. | | | 0160 807-04443 500.000 LFT | 5.00000 2500.00| 11.00000 5500.00| 16.08000 8040.00 CONDUIT , BORING | | | 0161 807-04671 27.000 EACH | 385.00000 10395.00| 270.00000 7290.00| 442.00000 11934.00 OUTLET BOX, ELECTRICAL, WEATHERPROOF | | | FOR TREE WELLS | | | 0162 807-04866 22.000 EACH | 285.00000 6270.00| 300.00000 6600.00| 256.00000 5632.00 LUMINAIRE , ROADWAY, 400 WATT, METAL | | | HALIDE | | | 0163 807-04922 62.000 EACH | 445.00000 27590.00| 646.00000 40052.00| 486.00000 30132.00 LIGHT STANDARD FOUNDATION | | | 0164 807-83648 5.000 EACH | 1710.00000 8550.00| 1600.00000 8000.00| 1712.00000 8560.00 LIGHT POLE, 36 FT. E.M.H., 10.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0165 807-86810 5.000 EACH | 3420.00000 17100.00| 3400.00000 17000.00| 2953.00000 14765.00 SERVICE POINT, II | | | 0166 807-86910 85.000 EACH | 19.00000 1615.00| 20.00000 1700.00| 26.00000 2210.00 CONNECTOR KIT, UNFUSED | | | 0167 807-86915 85.000 EACH | 21.00000 1785.00| 20.00000 1700.00| 26.00000 2210.00 CONNECTOR KIT, FUSED | | | 0168 807-86920 213.000 EACH | 19.00000 4047.00| 10.00000 2130.00| 18.00000 3834.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0169 807-86925 1.000 EACH | 21.00000 21.00| 110.00000 110.00| 29.00000 29.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0170 807-86930 184.000 EACH | 18.00000 3312.00| 10.00000 1840.00| 12.00000 2208.00 INSULATION LINK, NONWATERPROOFED | | | 0171 807-86935 52.000 EACH | 21.00000 1092.00| 31.00000 1612.00| 19.00000 988.00 INSULATION LINK, WATERPROOFED | | | 0172 807-86950 84.000 EACH | 26.00000 2184.00| 10.00000 840.00| 21.00000 1764.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0173 808-03002 1350.000 LFT | 0.36000 486.00| 0.68000 918.00| 0.64000 864.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 151 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,935,847.62 ROUTE : 312 CALL ORDER : 151 CONTRACT ID : R -27659-C COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035114 |( 2 ) 35-1035122 |( 3 ) 35-0918397 |SUPERIOR CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0174 808-03631 450.000 LFT | 0.36000 162.00| 0.68000 306.00| 0.64000 288.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0175 808-03632 5590.000 LFT | 0.36000 2012.40| 0.68000 3801.20| 0.64000 3577.60 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0176 808-05866 115.000 SYS | 9.65000 1109.75| 11.00000 1265.00| 11.70000 1345.50 PAVEMENT MESSAGE MARKING, REMOVE | | | 0177 808-06716 7390.000 LFT | 0.45000 3325.50| 0.48000 3547.20| 0.30000 2217.00 LINE, REMOVE | | | 0178 808-74805 650.000 LFT | 4.35000 2827.50| 9.50000 6175.00| 9.00000 5850.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0179 808-74807 13.000 EACH | 68.75000 893.75| 200.00000 2600.00| 185.00000 2405.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0180 808-74808 10.000 EACH | 88.20000 882.00| 285.00000 2850.00| 267.00000 2670.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0181 808-74809 6.000 EACH | 88.20000 529.20| 985.00000 5910.00| 928.00000 5568.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0182 808-94455 1300.000 LFT | 0.75000 975.00| 2.50000 3250.00| 2.25000 2925.00 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0183 805-02087 LUMP | 3600.00000 3600.00| 1100.00000 1100.00| 1791.00000 1791.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0184 207-08268 2600.000 SYS | 11.79000 30654.00| 15.50000 40300.00| 29.00000 75400.00 SUBGRADE TREATMENT, TYPE IV | | | 0185 805-02445 6.000 EACH | 5223.00000 31338.00| 5200.00000 31200.00| 5117.00000 30702.00 CONTROLLER CABINET, P1 , | | | UNINTERRUPTABLE POWER SYSTEM | | | SECTION TOTALS | $ 4,892,679.61| $ 4,980,000.00| $ 5,317,076.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,892,679.61| $ 4,980,000.00| $ 5,317,076.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 155 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 155 CONTRACT ID : R -27665-A COUNTIES : GIBSON LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/31/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1284120 KOBERSTEIN TRUCKING INC. $ 4,145,766.36 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 5,036,988.10 121.4972% 3 35-1878024 RAGLE, INC. $ 5,149,163.42 124.2029% 4 35-2131982 J B I CONSTRUCTION INC. $ 5,425,069.64 130.8581% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,411.04 ROUTE : 212 CALL ORDER : 171 CONTRACT ID : R -27903-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/29/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 346,438.85 100.0000% 2 35-1120685 WALSH & KELLY INC $ 397,724.47 114.8037% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 2250.00000 2250.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1772.00000 10632.00| 2100.00000 12600.00| FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 121.00000 363.00| 140.00000 420.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08523 18.000 MOS | 121.00000 2178.00| 80.00000 1440.00| RADIO SERVICE | | | 0005 105-08524 510.000 DOL | 1.00000 510.00| 1.00000 510.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 8510.00000 8510.00| 19000.00000 19000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 203-02000 1010.000 CYS | 24.00000 24240.00| 20.00000 20200.00| EXCAVATION, COMMON | | | 0011 207-08263 3000.000 SYS | 18.00000 54000.00| 18.50000 55500.00| SUBGRADE TREATMENT, TYPE IA | | | 0012 303-07449 558.000 TON | 29.00000 16182.00| 23.00000 12834.00| COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,411.04 ROUTE : 212 CALL ORDER : 171 CONTRACT ID : R -27903-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07491 50.000 TON | 140.00000 7000.00| 130.00000 6500.00| HMA PATCHING, TYPE C | | | 0014 306-08033 15572.000 SYS | 0.65000 10121.80| 1.10000 17129.20| MILLING, ASPHALT, 1 IN. | | | 0015 306-08043 1100.000 SYS | 1.15000 1265.00| 1.70000 1870.00| MILLING, TRANSITION | | | 0016 306-08432 94.000 SYS | 14.70000 1381.80| 8.00000 752.00| MILLING, APPROACH | | | 0017 401-06264 LUMP | 480.00000 480.00| 1200.00000 1200.00| PROFILOGRAPH, HMA | | | 0018 401-07334 1642.000 TON | 50.00000 82100.00| 56.00000 91952.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0019 401-07403 625.000 TON | 45.00000 28125.00| 50.00000 31250.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0020 401-07408 2000.000 TON | 33.70000 67400.00| 46.00000 92000.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0021 406-05520 8.000 TON | 360.00000 2880.00| 450.00000 3600.00| ASPHALT FOR TACK COAT | | | 0022 610-07487 8.000 TON | 187.00000 1496.00| 150.00000 1200.00| HMA FOR APPROACHES, TYPE B | | | 0023 801-01093 2.000 EACH | 378.00000 756.00| 360.00000 720.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0024 801-06203 1355.000 LFT | 0.95000 1287.25| 0.90000 1219.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 677.000 LFT | 3.40000 2301.80| 1.65000 1117.05| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 8.000 EACH | 99.75000 798.00| 95.00000 760.00| CONSTRUCTION SIGN, A | | | 0027 801-06710 60.000 DAY | 11.55000 693.00| 11.00000 660.00| FLASHING ARROW SIGN | | | 0028 801-06775 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0029 808-06701 3027.000 LFT | 0.32000 968.64| 0.30000 908.10| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0030 808-06703 6054.000 LFT | 0.32000 1937.28| 0.30000 1816.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 415,411.04 ROUTE : 212 CALL ORDER : 171 CONTRACT ID : R -27903-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75245 6054.000 LFT | 0.32000 1937.28| 0.30000 1816.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0032 808-75272 200.000 LFT | 4.10000 820.00| 3.91000 782.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0033 808-75297 92.000 LFT | 4.10000 377.20| 3.91000 359.72| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0034 808-75320 6.000 EACH | 85.00000 510.00| 81.10000 486.60| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 6.000 EACH | 123.00000 738.00| 117.15000 702.90| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75996 72.000 EACH | 14.40000 1036.80| 5.00000 360.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-75998 208.000 EACH | 20.00000 4160.00| 19.50000 4056.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 346,438.85| $ 397,724.47| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 346,438.85| $ 397,724.47| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/31/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 4,402,876.44 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,848,516.02 110.1216% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION AND LANDSCAPING | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 45000.00000 45000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 2500.00000 37500.00| 3417.00000 51255.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 216000.00000 216000.00| 612000.00000 612000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 125000.00000 125000.00| 53000.00000 53000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 4464.000 m2 | 12.00000 53568.00| 14.10000 62942.40| PAVEMENT REMOVAL | | | 0009 202-05545 530.000 m3 | 30.00000 15900.00| 65.00000 34450.00| REGULATED MATERIALS, DISPOSE, C | | | 0010 202-05550 530.000 m3 | 18.00000 9540.00| 25.00000 13250.00| REGULATED MATERIALS, REMOVE, C | | | 0011 202-05555 530.000 m3 | 32.00000 16960.00| 32.00000 16960.00| REGULATED MATERIALS, TRANSPORT, C | | | 0012 203-02000 2981.000 m3 | 31.00000 92411.00| 33.35000 99416.35| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02070 7824.000 m3 | 30.00000 234720.00| 25.35000 198338.40| BORROW | | | 0014 205-03662 LUMP | 112600.00000 112600.00| 105000.00000 105000.00| IRRIGATION, LANDSCAPE | | | 0015 205-06931 72.000 Mg | 65.00000 4680.00| 74.05000 5331.60| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06937 364.000 m | 5.06000 1841.84| 5.06000 1841.84| TEMPORARY SILT FENCE | | | 0017 207-08263 19147.000 m2 | 1.00000 19147.00| 8.00000 153176.00| SUBGRADE TREATMENT, TYPE IA | | | 0018 210-06799 0.870 m3 | 7965.00000 6929.55| 7500.00000 6525.00| LIMESTONE , BASE | | | 0019 210-06799 0.960 m3 | 6562.00000 6299.52| 6200.00000 5952.00| LIMESTONE , CAP | | | 0020 210-07171 8.000 EACH | 7800.00000 62400.00| 11000.00000 88000.00| STEEL STRUCTURE , PYLON | | | 0021 211-02050 530.000 m3 | 20.00000 10600.00| 25.40000 13462.00| B BORROW | | | 0022 211-07454 4148.000 m3 | 0.10000 414.80| 0.10000 414.80| STRUCTURE BACKFILL | | | 0023 301-07448 2865.000 Mg | 21.00000 60165.00| 38.85000 111305.25| COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07490 74.000 Mg | 220.00000 16280.00| 378.00000 27972.00| HMA PATCHING, TYPE B | | | 0025 306-08036 1699.000 m2 | 15.00000 25485.00| 2.50000 4247.50| MILLING, ASPHALT, 50 mm | | | 0026 401-07334 2215.000 Mg | 70.00000 155050.00| 75.10000 166346.50| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0027 401-07403 3691.000 Mg | 56.00000 206696.00| 52.20000 192670.20| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0028 401-07418 8046.000 Mg | 55.00000 442530.00| 49.95000 401897.70| QC/QA-HMA, 3, 76, BASE, 25.0 MM | | | 0029 401-08333 3804.000 Mg | 56.00000 213024.00| 54.55000 207508.20| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0030 402-07451 2261.000 Mg | 59.86000 135343.46| 53.25000 120398.25| HMA, TYPE B, WEDGE AND LEVEL | | | 0031 402-07453 1528.000 Mg | 100.00000 152800.00| 70.00000 106960.00| HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 406-05520 23.000 Mg | 1000.00000 23000.00| 300.00000 6900.00| ASPHALT FOR TACK COAT | | | 0033 604-06844 18.350 m2 | 80.40000 1475.34| 750.00000 13762.50| BRICK , MASONRY | | | 0034 604-07901 8.000 m2 | 250.00000 2000.00| 145.00000 1160.00| CURB RAMP, CONCRETE, G | | | 0035 604-07902 44.000 m2 | 180.00000 7920.00| 185.00000 8140.00| CURB RAMP, CONCRETE, H | | | 0036 604-91531 825.000 m2 | 55.00000 45375.00| 57.00000 47025.00| SIDEWALK, CONCRETE, 100 mm | | | 0037 605-06120 876.000 m | 80.00000 70080.00| 55.15000 48311.40| CURB, CONCRETE | | | 0038 605-06140 2184.000 m | 80.00000 174720.00| 51.00000 111384.00| CURB AND GUTTER, CONCRETE | | | 0039 610-07486 443.000 Mg | 120.00000 53160.00| 182.00000 80626.00| HMA FOR APPROACHES, TYPE A | | | 0040 610-07712 1288.000 m2 | 70.00000 90160.00| 97.50000 125580.00| PCCP FOR APPROACHES, 150 mm | | | 0041 611-06497 7.000 EACH | 200.00000 1400.00| 250.00000 1750.00| MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 3.000 EACH | 250.00000 750.00| 300.00000 900.00| MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06500 3.000 EACH | 550.00000 1650.00| 550.00000 1650.00| MONUMENT, A | | | 0044 615-06505 1.000 EACH | 300.00000 300.00| 600.00000 600.00| MONUMENT, B | | | 0045 615-06527 1.000 EACH | 750.00000 750.00| 450.00000 450.00| MONUMENT, SECTION CORNER | | | 0046 616-02320 155.000 m2 | 4.50000 697.50| 5.70000 883.50| GEOTEXTILES | | | 0047 616-06405 127.000 Mg | 55.00000 6985.00| 75.95000 9645.65| RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH | 425.00000 850.00| 425.00000 850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-04317 1399.000 m2 | 1.52000 2126.48| 1.52000 2126.48| MULCHED SEEDING | | | 0050 621-06567 34.000 kL | 10.00000 340.00| 10.00000 340.00| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 621-06570 1755.000 m3 | 45.00000 78975.00| 35.10000 61600.50| TOP SOIL | | | 0052 621-06574 1867.000 m2 | 5.08000 9484.36| 5.08000 9484.36| SODDING | | | 0053 621-98038 439.000 m3 | 69.00000 30291.00| 89.00000 39071.00| MULCH, HARDWOOD SHREDDED BARK | | | 0054 622-05639 547.000 EACH | 36.30000 19856.10| 36.30000 19856.10| PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0055 622-05640 100.000 EACH | 43.25000 4325.00| 43.25000 4325.00| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0056 622-05651 14.000 EACH | 430.00000 6020.00| 430.00000 6020.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0057 622-05654 13361.000 EACH | 9.75000 130269.75| 9.75000 130269.75| PLANT, PERENNIAL , 1 GAL | | | 0058 622-05654 480.000 EACH | 22.85000 10968.00| 22.85000 10968.00| PLANT, PERENNIAL , 2 GAL | | | 0059 702-51005 29.800 m3 | 469.00000 13976.20| 469.06000 13977.99| CONCRETE, A, SUBSTRUCTURE | | | 0060 702-90915 3.500 m3 | 1000.00000 3500.00| 1567.74000 5487.09| CONCRETE, A | | | 0061 703-06028 612.000 kg | 3.50000 2142.00| 2.64000 1615.68| REINFORCING BARS | | | 0063 715-05024 115.000 m | 254.00000 29210.00| 254.00000 29210.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0064 715-05048 2558.000 m | 15.50000 39649.00| 15.50000 39649.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05151 460.000 m | 124.00000 57040.00| 124.00000 57040.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05155 300.000 m | 198.00000 59400.00| 198.00000 59400.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0067 715-05156 142.000 m | 205.00000 29110.00| 205.00000 29110.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0068 715-05159 199.000 m | 298.00000 59302.00| 298.00000 59302.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0069 715-05161 153.000 m | 363.00000 55539.00| 363.00000 55539.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 715-08283 444.000 m2 | 80.00000 35520.00| 60.00000 26640.00| PCCP FOR STRUCTURE INSTALLATION | | | 0071 715-08306 111.000 Mg | 85.00000 9435.00| 98.70000 10955.70| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0072 715-46005 4.000 EACH | 450.00000 1800.00| 450.00000 1800.00| PIPE END SECTION, 375 mm | | | 0073 718-06532 1000.000 m | 3.25000 3250.00| 4.00000 4000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0074 718-52610 578.400 m3 | 38.00000 21979.20| 38.00000 21979.20| AGGREGATE FOR UNDERDRAINS | | | 0075 718-99153 7622.800 m2 | 1.45000 11053.06| 1.45000 11053.06| GEOTEXTILES FOR UNDERDRAIN | | | 0076 720-44000 4.000 EACH | 250.00000 1000.00| 475.00000 1900.00| CASTING, ADJUST TO GRADE | | | 0077 720-44296 9.000 EACH | 625.00000 5625.00| 625.00000 5625.00| CAP INLET | | | 0078 720-45045 20.000 EACH | 1700.00000 34000.00| 1700.00000 34000.00| INLET, J10 | | | 0079 720-45055 11.000 EACH | 1700.00000 18700.00| 1700.00000 18700.00| INLET, M10 | | | 0080 720-45410 3.000 EACH | 1950.00000 5850.00| 1950.00000 5850.00| MANHOLE, C4 | | | 0081 720-45605 1.000 m | 1325.00000 1325.00| 1325.00000 1325.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0082 720-93501 5.000 EACH | 10250.00000 51250.00| 10250.00000 51250.00| MANHOLE, L4 | | | 0083 720-94612 7.000 EACH | 3550.00000 24850.00| 3550.00000 24850.00| MANHOLE, K4 | | | 0084 720-95422 6.000 EACH | 2475.00000 14850.00| 2475.00000 14850.00| MANHOLE, J4 | | | 0085 720-98174 2.000 EACH | 2250.00000 4500.00| 2250.00000 4500.00| INLET, B15 | | | 0086 720-98555 2.000 EACH | 2250.00000 4500.00| 2250.00000 4500.00| INLET, C15 | | | 0087 732-04837 22662.000 EACH | 3.35000 75917.70| 3.35000 75917.70| PLUG , NATIVE GRASS AND WILDFLOWER | | | 0088 801-06203 5172.000 m | 0.37000 1913.64| 0.37000 1913.64| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0089 801-06207 7920.000 m | 2.68000 21225.60| 2.68000 21225.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 801-06216 31.600 m | 8.45000 267.02| 8.45000 267.02| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0091 801-06218 40.200 m | 20.75000 834.15| 20.75000 834.15| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm , STOP BAR | | | 0092 801-06640 20.000 EACH | 165.00000 3300.00| 165.00000 3300.00| CONSTRUCTION SIGN, A | | | 0093 801-06645 2.000 EACH | 76.00000 152.00| 76.00000 152.00| CONSTRUCTION SIGN, B | | | 0094 801-06710 300.000 DAY | 10.00000 3000.00| 10.00000 3000.00| FLASHING ARROW SIGN | | | 0095 801-06775 LUMP | 90000.00000 90000.00| 127500.00000 127500.00| MAINTAINING TRAFFIC | | | 0096 801-07119 89.000 m | 87.50000 7787.50| 87.50000 7787.50| BARRICADE, III-B | | | 0097 801-94295 8.000 EACH | 105.00000 840.00| 105.00000 840.00| SIGNAL HEAD, RELOCATE | | | 0098 802-04314 4.000 EACH | 3500.00000 14000.00| 2500.00000 10000.00| SIGN , PYLON | | | 0099 802-05701 61.400 m | 36.34000 2231.28| 36.34000 2231.28| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0100 802-07135 10.000 EACH | 1684.00000 16840.00| 1684.00000 16840.00| CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0101 802-76025 10.820 m2 | 117.11000 1267.13| 117.11000 1267.13| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0102 802-76035 5.640 m2 | 118.40000 667.78| 118.40000 667.78| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0103 802-76045 8.680 m2 | 139.93000 1214.59| 139.93000 1214.59| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0104 802-76125 5.000 EACH | 8170.00000 40850.00| 8170.00000 40850.00| SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0105 805-01815 8.000 EACH | 1684.00000 13472.00| 1684.00000 13472.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0106 805-01842 11.000 EACH | 540.00000 5940.00| 540.00000 5940.00| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 805-02328 1710.000 m | 0.72000 1231.20| 0.72000 1231.20| SIGNAL CABLE, 1C 14GA. | | | 0108 805-02426 826.000 m | 16.73000 13818.98| 16.73000 13818.98| WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0109 805-06592 637.000 m | 36.24000 23084.88| 36.24000 23084.88| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0110 805-78100 2.000 EACH | 7760.00000 15520.00| 7760.00000 15520.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0111 805-78205 12.000 EACH | 600.00000 7200.00| 600.00000 7200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0112 805-78230 4.000 EACH | 840.00000 3360.00| 840.00000 3360.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0113 805-78415 8.000 EACH | 1180.00000 9440.00| 1180.00000 9440.00| SPAN, CATENARY, AND TETHER | | | 0114 805-78420 8.000 EACH | 382.00000 3056.00| 382.00000 3056.00| DISCONNECT HANGER | | | 0115 805-78445 2.000 EACH | 432.00000 864.00| 432.00000 864.00| SIGNAL SERVICE | | | 0116 805-78467 19.000 m | 6.56000 124.64| 6.56000 124.64| SIGNAL CABLE, 3C 8GA. | | | 0117 805-78485 185.000 m | 2.62000 484.70| 2.62000 484.70| SIGNAL CABLE, 5C 14GA. | | | 0118 805-78490 345.000 m | 2.89000 997.05| 2.89000 997.05| SIGNAL CABLE, 7C 14GA. | | | 0119 805-78510 1200.000 m | 2.62000 3144.00| 2.62000 3144.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0120 805-78785 14.000 EACH | 423.00000 5922.00| 423.00000 5922.00| SIGNAL DETECTOR HOUSING | | | 0121 805-78795 525.000 m | 28.21000 14810.25| 28.21000 14810.25| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0122 805-78925 2.000 EACH | 660.00000 1320.00| 660.00000 1320.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0123 805-81032 8.000 EACH | 3480.00000 27840.00| 3480.00000 27840.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0124 805-92504 16.000 EACH | 220.00000 3520.00| 220.00000 3520.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 807-02193 21.000 EACH | 610.00000 12810.00| 610.00000 12810.00| LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0126 807-04112 512.000 m | 1.80000 921.60| 1.80000 921.60| WIRE, XHHW, NO. 10 , AWG, 1c | | | 0127 807-04866 8.000 EACH | 720.00000 5760.00| 720.00000 5760.00| LUMINAIRE , TYPE 1 | | | 0128 807-07580 793.000 m | 17.06000 13528.58| 17.06000 13528.58| WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0129 807-85744 16.000 EACH | 1200.00000 19200.00| 1200.00000 19200.00| LIGHT POLE, 12.2 m E.M.H., 1.8 m MAST | | | ARM, BREAKAWAY BASE | | | 0130 807-85748 5.000 EACH | 1280.00000 6400.00| 1280.00000 6400.00| LIGHT POLE, 12.2 m E.M.H., 2.4 m MAST | | | ARM, BREAKAWAY BASE | | | 0131 807-86620 21.000 EACH | 280.00000 5880.00| 280.00000 5880.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0132 807-86805 4.000 EACH | 1900.00000 7600.00| 1900.00000 7600.00| SERVICE POINT, I | | | 0133 807-86810 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00| SERVICE POINT, II | | | 0134 807-86910 21.000 EACH | 16.00000 336.00| 16.00000 336.00| CONNECTOR KIT, UNFUSED | | | 0135 807-86915 21.000 EACH | 19.00000 399.00| 19.00000 399.00| CONNECTOR KIT, FUSED | | | 0136 807-86925 57.000 EACH | 17.00000 969.00| 17.00000 969.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0137 807-86935 42.000 EACH | 17.00000 714.00| 17.00000 714.00| INSULATING LINK, WATERPROOFED | | | 0138 808-05929 79.000 m | 5.12000 404.48| 5.12000 404.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0139 808-06701 618.000 m | 1.85000 1143.30| 1.85000 1143.30| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0140 808-06703 180.000 m | 2.76000 496.80| 2.76000 496.80| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,445,281.69 ROUTE : CALL ORDER : 201 CONTRACT ID : R -28146-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( ) |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 808-06716 997.000 m | 1.48000 1475.56| 1.48000 1475.56| LINE, REMOVE | | | 0142 808-75240 629.000 m | 1.78000 1119.62| 1.78000 1119.62| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0143 808-75245 2820.000 m | 1.18000 3327.60| 1.28000 3609.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0144 808-75297 102.000 m | 12.95000 1320.90| 12.95000 1320.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0145 808-75320 13.000 EACH | 60.00000 780.00| 60.00000 780.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 13.000 EACH | 89.00000 1157.00| 60.00000 780.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 732-08419 74.356 m2 | 156.01000 11600.28| 155.99000 11598.79| MODULAR BLOCK WALL | | | 0148 732-08421 74.356 m2 | 364.02000 27067.07| 363.97000 27063.35| MODULAR BLOCK WALL ERECTION | | | 0149 801-92448 8.000 DAY | 50.00000 400.00| 50.00000 400.00| CONSTRUCTION SIGNS, MOBILE | | | 0150 621-04316 1399.000 m | 4.60000 6435.40| 4.60000 6435.40| SPADE EDGE | | | SECTION TOTALS | $ 4,402,876.44| $ 4,848,516.02| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,402,876.44| $ 4,848,516.02| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,421.41 ROUTE : 14 CALL ORDER : 211 CONTRACT ID : R -28242-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 301,377.20 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 321,881.00 106.8034% 3 35-1489621 HRP CONSTRUCTION, INC. $ 332,693.85 110.3912% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 336,981.60 111.8139% 5 32-0154474 JCI BRIDGE GROUP INC $ 363,099.95 120.4802% 6 35-1139301 E & B PAVING, INC. $ 371,471.61 123.2580% ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 90-0177865 |( 3 ) 35-1489621 |YARDBERRY LANDSCAPE |HIS CONSTRUCTORS LLC |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 5600.00000 5600.00| 6400.00000 6400.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2100.00000 6300.00| 1820.00000 5460.00| 1000.00000 3000.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 110-01001 LUMP | 14347.22000 14347.22| 16000.00000 16000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 3000.00000 3000.00| 6400.00000 6400.00| 9000.00000 9000.00 CLEARING RIGHT OF WAY | | | 0006 202-02286 1.000 EACH | 5500.00000 5500.00| 8950.99000 8950.99| 31000.00000 31000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-99187 180.000 LFT | 3.85000 693.00| 3.55000 639.00| 3.50000 630.00 FENCE, FARM FIELD, REMOVE | | | 0008 203-02000 2637.000 CYS | 10.00000 26370.00| 15.37000 40530.69| 6.00000 15822.00 EXCAVATION, COMMON | | | 0009 205-03371 88.000 CYS | 40.00000 3520.00| 12.75000 1122.00| 8.00000 704.00 SEDIMENT, REMOVE | | | 0010 205-06932 320.000 LFT | 15.00000 4800.00| 9.50000 3040.00| 9.25000 2960.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 460.000 LFT | 3.50000 1610.00| 1.50000 690.00| 1.45000 667.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,421.41 ROUTE : 14 CALL ORDER : 211 CONTRACT ID : R -28242-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 90-0177865 |( 3 ) 35-1489621 |YARDBERRY LANDSCAPE |HIS CONSTRUCTORS LLC |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 207-08263 1120.000 SYS | 13.75000 15400.00| 14.00000 15680.00| 12.50000 14000.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-02050 150.000 CYS | 30.00000 4500.00| 32.68000 4902.00| 20.00000 3000.00 B BORROW | | | 0014 211-07454 280.000 CYS | 30.00000 8400.00| 33.76000 9452.80| 20.00000 5600.00 STRUCTURE BACKFILL | | | 0015 301-07448 1060.000 TON | 24.00000 25440.00| 23.82000 25249.20| 20.00000 21200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08034 1500.000 SYS | 2.20000 3300.00| 3.00000 4500.00| 2.18000 3270.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08043 320.000 SYS | 2.20000 704.00| 3.25000 1040.00| 2.18000 697.60 MILLING, TRANSITION | | | 0018 402-07433 320.000 TON | 57.20000 18304.00| 53.00000 16960.00| 52.00000 16640.00 HMA SURFACE, TYPE B | | | 0019 402-07438 220.000 TON | 52.80000 11616.00| 49.00000 10780.00| 48.00000 10560.00 HMA INTERMEDIATE, TYPE B | | | 0020 402-07441 46.000 TON | 52.80000 2428.80| 49.00000 2254.00| 48.00000 2208.00 HMA BASE, TYPE B | | | 0021 404-05511 680.000 SYS | 4.00000 2720.00| 3.10000 2108.00| 3.00000 2040.00 SEAL COAT, 2 | | | 0022 406-05521 4400.000 SYS | 0.30000 1320.00| 0.21000 924.00| 0.20000 880.00 ASPHALT FOR TACK COAT | | | 0023 601-94689 2.000 EACH | 2480.50000 4961.00| 2300.00000 4600.00| 2255.00000 4510.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 350.000 LFT | 15.95000 5582.50| 15.00000 5250.00| 14.50000 5075.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 603-02736 140.000 LFT | 8.25000 1155.00| 7.85000 1099.00| 7.50000 1050.00 FENCE, WOOD, REMOVE AND RESET | | | 0026 603-02969 LUMP | 1525.00000 1525.00| 1600.00000 1600.00| 1525.00000 1525.00 GATE, RELOCATE | | | 0027 603-03398 920.000 LFT | 8.25000 7590.00| 7.85000 7222.00| 7.50000 6900.00 FENCE, RELOCATE | | | 0028 603-06040 190.000 LFT | 12.60000 2394.00| 11.75000 2232.50| 11.45000 2175.50 FENCE, FARM FIELD, 47 IN. | | | 0029 610-07486 155.000 TON | 58.30000 9036.50| 54.50000 8447.50| 53.00000 8215.00 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH | 209.00000 209.00| 195.00000 195.00| 190.00000 190.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 14.000 EACH | 132.00000 1848.00| 125.00000 1750.00| 300.00000 4200.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,421.41 ROUTE : 14 CALL ORDER : 211 CONTRACT ID : R -28242-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 90-0177865 |( 3 ) 35-1489621 |YARDBERRY LANDSCAPE |HIS CONSTRUCTORS LLC |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 615-06505 1.000 EACH | 605.00000 605.00| 565.00000 565.00| 750.00000 750.00 MONUMENT, B | | | 0033 616-02320 662.000 SYS | 3.75000 2482.50| 2.44000 1615.28| 2.00000 1324.00 GEOTEXTILES | | | 0034 616-05688 583.000 TON | 30.00000 17490.00| 65.13000 37970.79| 51.00000 29733.00 RIPRAP, CLASS 1 | | | 0035 616-06405 50.000 TON | 35.00000 1750.00| 27.80000 1390.00| 34.00000 1700.00 RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH | 750.00000 750.00| 260.00000 260.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-01743 55.000 LBS | 35.00000 1925.00| 7.80000 429.00| 7.60000 418.00 SEED MIXTURE, GRASS, 2 | | | 0038 621-06545 1.000 TON | 525.00000 525.00| 675.00000 675.00| 650.00000 650.00 FERTILIZER | | | 0039 621-06553 115.000 LBS | 35.00000 4025.00| 3.65000 419.75| 3.52000 404.80 SEED MIXTURE, R | | | 0040 621-06565 2.000 TON | 400.00000 800.00| 530.00000 1060.00| 510.00000 1020.00 MULCHING MATERIAL | | | 0041 621-06567 4.000 kGAL | 10.00000 40.00| 10.25000 41.00| 10.00000 40.00 WATER | | | 0042 621-06574 815.000 SYS | 6.00000 4890.00| 4.00000 3260.00| 3.90000 3178.50 SODDING | | | 0043 621-52448 4.000 EACH | 45.00000 180.00| 26.00000 104.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0044 622-52436 3.000 EACH | 45.00000 135.00| 26.00000 78.00| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 90.000 EACH | 15.00000 1350.00| 10.00000 900.00| 9.80000 882.00 SEEDLING | | | 0046 622-98200 3.000 EACH | 45.00000 135.00| 26.00000 78.00| 25.00000 75.00 SIGN, DO NOT DISTURB | | | 0047 715-05169 46.000 LFT | 90.00000 4140.00| 47.96000 2206.16| 31.00000 1426.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0048 715-07625 116.000 LFT | 284.75000 33031.00| 319.29000 37037.64| 600.00000 69600.00 PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0049 715-07626 1.000 EACH | 2000.00000 2000.00| 3000.00000 3000.00| 3500.00000 3500.00 CONCRETE ANCHOR, 66 IN. | | | 0050 715-07626 1.000 EACH | 2500.00000 2500.00| 3100.00000 3100.00| 4600.00000 4600.00 CONCRETE ANCHOR, 66 IN. MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,421.41 ROUTE : 14 CALL ORDER : 211 CONTRACT ID : R -28242-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 90-0177865 |( 3 ) 35-1489621 |YARDBERRY LANDSCAPE |HIS CONSTRUCTORS LLC |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-46005 2.000 EACH | 325.00000 650.00| 310.00000 620.00| 190.00000 380.00 PIPE END SECTION, 15 IN. | | | 0052 801-04308 6.000 EACH | 544.50000 3267.00| 110.00000 660.00| 105.00000 630.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 48.000 EACH | 104.50000 5016.00| 58.00000 2784.00| 75.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 17.000 EACH | 275.00000 4675.00| 50.00000 850.00| 95.00000 1615.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 2.000 EACH | 71.50000 143.00| 34.00000 68.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0057 801-07119 48.000 LFT | 27.50000 1320.00| 9.75000 468.00| 12.00000 576.00 BARRICADE, III-B | | | 0058 802-76025 15.000 SFT | 20.35000 305.25| 19.50000 292.50| 18.50000 277.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0059 802-76055 42.000 LFT | 5.34000 224.28| 5.00000 210.00| 4.85000 203.70 SIGN POST, A | | | 0060 808-06703 1830.000 LFT | 0.93000 1701.90| 0.44000 805.20| 0.55000 1006.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0061 808-06726 20.000 LFT | 55.00000 1100.00| 9.00000 180.00| 12.00000 240.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0062 808-75240 225.000 LFT | 0.93000 209.25| 1.20000 270.00| 0.55000 123.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0063 808-75245 900.000 LFT | 0.93000 837.00| 0.56000 504.00| 0.55000 495.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 301,377.20| $ 321,881.00| $ 332,693.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 301,377.20| $ 321,881.00| $ 332,693.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 211 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,421.41 ROUTE : 14 CALL ORDER : 211 CONTRACT ID : R -28242-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 32-0154474 |( 6 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |JCI BRIDGE GROUP INC |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 8000.00000 8000.00| 5800.00000 5800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1500.00000 4500.00| 5000.00000 15000.00| 2100.00000 6300.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 110-01001 LUMP | 16850.00000 16850.00| 8730.98000 8730.98| 18550.00000 18550.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 13000.00000 13000.00| 18000.00000 18000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0006 202-02286 1.000 EACH | 8000.00000 8000.00| 11000.00000 11000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-99187 180.000 LFT | 3.50000 630.00| 5.15000 927.00| 2.90000 522.00 FENCE, FARM FIELD, REMOVE | | | 0008 203-02000 2637.000 CYS | 10.00000 26370.00| 11.56000 30483.72| 17.00000 44829.00 EXCAVATION, COMMON | | | 0009 205-03371 88.000 CYS | 32.00000 2816.00| 16.91000 1488.08| 25.00000 2200.00 SEDIMENT, REMOVE | | | 0010 205-06932 320.000 LFT | 9.25000 2960.00| 9.25000 2960.00| 9.25000 2960.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06937 460.000 LFT | 1.45000 667.00| 1.45000 667.00| 1.45000 667.00 TEMPORARY SILT FENCE | | | 0012 207-08263 1120.000 SYS | 16.00000 17920.00| 13.21000 14795.20| 15.00000 16800.00 SUBGRADE TREATMENT, TYPE IA | | | 0013 211-02050 150.000 CYS | 65.00000 9750.00| 26.02000 3903.00| 45.00000 6750.00 B BORROW | | | 0014 211-07454 280.000 CYS | 40.00000 11200.00| 29.42000 8237.60| 35.00000 9800.00 STRUCTURE BACKFILL | | | 0015 301-07448 1060.000 TON | 19.50000 20670.00| 24.94000 26436.40| 14.50000 15370.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08034 1500.000 SYS | 4.50000 6750.00| 4.30000 6450.00| 7.00000 10500.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08043 320.000 SYS | 4.50000 1440.00| 4.00000 1280.00| 5.10000 1632.00 MILLING, TRANSITION | | | 0018 402-07433 320.000 TON | 62.00000 19840.00| 52.00000 16640.00| 60.00000 19200.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 211 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,421.41 ROUTE : 14 CALL ORDER : 211 CONTRACT ID : R -28242-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 32-0154474 |( 6 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |JCI BRIDGE GROUP INC |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07438 220.000 TON | 56.00000 12320.00| 48.00000 10560.00| 59.00000 12980.00 HMA INTERMEDIATE, TYPE B | | | 0020 402-07441 46.000 TON | 60.00000 2760.00| 48.00000 2208.00| 65.00000 2990.00 HMA BASE, TYPE B | | | 0021 404-05511 680.000 SYS | 3.90000 2652.00| 3.00000 2040.00| 0.01000 6.80 SEAL COAT, 2 | | | 0022 406-05521 4400.000 SYS | 0.03000 132.00| 0.20000 880.00| 0.06000 264.00 ASPHALT FOR TACK COAT | | | 0023 601-94689 2.000 EACH | 3300.00000 6600.00| 2255.00000 4510.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 350.000 LFT | 14.50000 5075.00| 14.50000 5075.00| 15.00000 5250.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 603-02736 140.000 LFT | 7.50000 1050.00| 7.50000 1050.00| 29.90000 4186.00 FENCE, WOOD, REMOVE AND RESET | | | 0026 603-02969 LUMP | 1525.00000 1525.00| 1525.00000 1525.00| 400.00000 400.00 GATE, RELOCATE | | | 0027 603-03398 920.000 LFT | 7.50000 6900.00| 7.50000 6900.00| 6.60000 6072.00 FENCE, RELOCATE | | | 0028 603-06040 190.000 LFT | 11.45000 2175.50| 11.45000 2175.50| 6.60000 1254.00 FENCE, FARM FIELD, 47 IN. | | | 0029 610-07486 155.000 TON | 60.00000 9300.00| 53.00000 8215.00| 70.00000 10850.00 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 1.000 EACH | 190.00000 190.00| 125.00000 125.00| 180.00000 180.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 14.000 EACH | 120.00000 1680.00| 376.88000 5276.32| 130.00000 1820.00 RIGHT OF WAY MARKER | | | 0032 615-06505 1.000 EACH | 550.00000 550.00| 852.35000 852.35| 600.00000 600.00 MONUMENT, B | | | 0033 616-02320 662.000 SYS | 3.00000 1986.00| 2.91000 1926.42| 6.58000 4355.96 GEOTEXTILES | | | 0034 616-05688 583.000 TON | 45.00000 26235.00| 75.04000 43748.32| 49.60000 28916.80 RIPRAP, CLASS 1 | | | 0035 616-06405 50.000 TON | 40.00000 2000.00| 49.48000 2474.00| 38.07000 1903.50 RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-01743 55.000 LBS | 7.60000 418.00| 7.60000 418.00| 7.60000 418.00 SEED MIXTURE, GRASS, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 211 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,421.41 ROUTE : 14 CALL ORDER : 211 CONTRACT ID : R -28242-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 32-0154474 |( 6 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |JCI BRIDGE GROUP INC |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06545 1.000 TON | 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 FERTILIZER | | | 0039 621-06553 115.000 LBS | 3.52000 404.80| 3.52000 404.80| 3.52000 404.80 SEED MIXTURE, R | | | 0040 621-06565 2.000 TON | 510.00000 1020.00| 510.00000 1020.00| 510.00000 1020.00 MULCHING MATERIAL | | | 0041 621-06567 4.000 kGAL | 10.00000 40.00| 10.00000 40.00| 10.00000 40.00 WATER | | | 0042 621-06574 815.000 SYS | 3.90000 3178.50| 3.90000 3178.50| 3.90000 3178.50 SODDING | | | 0043 621-52448 4.000 EACH | 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0044 622-52436 3.000 EACH | 25.00000 75.00| 25.00000 75.00| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 90.000 EACH | 9.80000 882.00| 9.80000 882.00| 9.80000 882.00 SEEDLING | | | 0046 622-98200 3.000 EACH | 25.00000 75.00| 25.00000 75.00| 25.00000 75.00 SIGN, DO NOT DISTURB | | | 0047 715-05169 46.000 LFT | 30.00000 1380.00| 50.53000 2324.38| 60.00000 2760.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0048 715-07625 116.000 LFT | 200.00000 23200.00| 510.00000 59160.00| 220.00000 25520.00 PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0049 715-07626 1.000 EACH | 1500.00000 1500.00| 4000.00000 4000.00| 5500.00000 5500.00 CONCRETE ANCHOR, 66 IN. | | | 0050 715-07626 1.000 EACH | 3000.00000 3000.00| 5600.00000 5600.00| 6500.00000 6500.00 CONCRETE ANCHOR, 66 IN. MODIFIED | | | 0051 715-46005 2.000 EACH | 200.00000 400.00| 338.32000 676.64| 410.00000 820.00 PIPE END SECTION, 15 IN. | | | 0052 801-04308 6.000 EACH | 105.00000 630.00| 105.00000 630.00| 60.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06625 48.000 EACH | 56.00000 2688.00| 56.00000 2688.00| 65.00000 3120.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 17.000 EACH | 48.00000 816.00| 48.00000 816.00| 72.00000 1224.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 2.000 EACH | 32.00000 64.00| 2.00000 4.00| 20.00000 40.00 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP | 32100.00000 32100.00| 2855.99000 2855.99| 30935.00000 30935.00 MAINTAINING TRAFFIC | | | 0057 801-07119 48.000 LFT | 9.25000 444.00| 9.25000 444.00| 8.00000 384.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 211 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,421.41 ROUTE : 14 CALL ORDER : 211 CONTRACT ID : R -28242-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 32-0154474 |( 6 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |JCI BRIDGE GROUP INC |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 802-76025 15.000 SFT | 18.50000 277.50| 21.75000 326.25| 40.00000 600.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0059 802-76055 42.000 LFT | 4.85000 203.70| 5.95000 249.90| 20.00000 840.00 SIGN POST, A | | | 0060 808-06703 1830.000 LFT | 0.42000 768.60| 0.42000 768.60| 0.55000 1006.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0061 808-06726 20.000 LFT | 8.75000 175.00| 8.75000 175.00| 12.00000 240.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0062 808-75240 225.000 LFT | 1.16000 261.00| 1.16000 261.00| 0.55000 123.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0063 808-75245 900.000 LFT | 0.54000 486.00| 0.54000 486.00| 0.55000 495.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 336,981.60| $ 363,099.95| $ 371,471.61 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 336,981.60| $ 363,099.95| $ 371,471.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,860,170.81 ROUTE : 465 CALL ORDER : 221 CONTRACT ID : R -28258-A COUNTIES : BOONE HAMILTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 10,155,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 10,776,984.82 106.1249% 3 31-4351261 SHELLY & SANDS, INC. $ 11,451,156.36 112.7637% 4 35-1139301 E & B PAVING, INC. $ 11,799,237.23 116.1914% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE, PCCP PATCHING, BRIDGE DECK PATCHING | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 13500.00000 13500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 3000.00000 18000.00| 3400.00000 20400.00| 2580.00000 15480.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 439869.41000 439869.41| 510000.00000 510000.00| 200000.00000 200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 304-07783 38087.000 TON | 56.00000 2132872.00| 54.00000 2056698.00| 65.00000 2475655.00 HMA PATCHING, TYPE D | | | 0008 306-08033 1026679.000 SYS | 0.72000 739208.88| 0.81000 831609.99| 0.90000 924011.10 MILLING, ASPHALT, 1 IN. | | | 0009 306-08043 17601.000 SYS | 1.00000 17601.00| 0.76000 13376.76| 3.90000 68643.90 MILLING, TRANSITION | | | 0010 401-06264 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0011 401-07320 35040.000 TON | 41.00000 1436640.00| 41.00000 1436640.00| 51.00000 1787040.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0012 401-07337 50957.000 TON | 82.00000 4178474.00| 85.00000 4331345.00| 92.00000 4688044.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,860,170.81 ROUTE : 465 CALL ORDER : 221 CONTRACT ID : R -28258-A COUNTIES : BOONE HAMILTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 406-05520 233.000 TON | 220.00000 51260.00| 204.00000 47532.00| 180.00000 41940.00 ASPHALT FOR TACK COAT | | | 0014 506-06333 100.000 SYS | 580.00000 58000.00| 319.00000 31900.00| 590.00000 59000.00 PCCP PATCHING, FULL DEPTH | | | 0015 507-07482 14008.000 LFT | 1.60000 22412.80| 1.65000 23113.20| 1.60000 22412.80 CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | | 0016 606-07484 294046.000 LFT | 0.13000 38225.98| 0.08000 23523.68| 0.08000 23523.68 MILLED HMA SHOULDER CORRUGATIONS | | | 0017 612-04315 17.000 TON | 1217.00000 20689.00| 1250.00000 21250.00| 1285.00000 21845.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0018 612-05081 1.000 EACH | 3000.00000 3000.00| 3100.00000 3100.00| 3170.00000 3170.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0019 612-60410 286.000 EACH | 25.00000 7150.00| 26.00000 7436.00| 26.50000 7579.00 DRILLED HOLE FOR UNDERSEAL | | | 0020 722-51852 4591.000 SFT | 43.00000 197413.00| 48.00000 220368.00| 45.15000 207283.65 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0021 722-60824 228.000 SYS | 95.00000 21660.00| 74.00000 16872.00| 26.00000 5928.00 SURFACE MILLING | | | 0022 724-03276 791.000 LFT | 182.00000 143962.00| 147.00000 116277.00| 190.00000 150290.00 EXPANSION JOINT SEALING SYSTEM | | | 0023 801-01093 4.000 EACH | 2550.00000 10200.00| 995.00000 3980.00| 2640.00000 10560.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0024 801-06207 29405.000 LFT | 1.00000 29405.00| 1.70000 49988.50| 1.10000 32345.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 42.000 EACH | 175.00000 7350.00| 142.00000 5964.00| 180.00000 7560.00 CONSTRUCTION SIGN, A | | | 0026 801-06710 480.000 DAY | 16.00000 7680.00| 12.00000 5760.00| 15.85000 7608.00 FLASHING ARROW SIGN | | | 0027 801-06775 LUMP | 300000.00000 300000.00| 699699.00000 699699.00| 420000.00000 420000.00 MAINTAINING TRAFFIC | | | 0028 801-07215 720.000 DAY | 46.00000 33120.00| 30.00000 21600.00| 47.50000 34200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0029 808-06702 158083.000 LFT | 0.01000 1580.83| 0.01000 1580.83| 0.01000 1580.83 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0030 808-06703 201085.000 LFT | 0.16000 32173.60| 0.34000 68368.90| 0.16000 32173.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,860,170.81 ROUTE : 465 CALL ORDER : 221 CONTRACT ID : R -28258-A COUNTIES : BOONE HAMILTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 31-4351261 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-06705 20410.000 LFT | 2.05000 41840.50| 0.61000 12450.10| 2.10000 42861.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0032 808-75215 3952.000 LFT | 0.11000 434.72| 1.07000 4228.64| 0.11000 434.72 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0033 808-75245 158083.000 LFT | 0.16000 25293.28| 0.34000 53748.22| 0.16000 25293.28 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75996 3676.000 EACH | 5.00000 18380.00| 3.00000 11028.00| 8.00000 29408.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 3676.000 EACH | 20.00000 73520.00| 20.00000 73520.00| 20.00000 73520.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 805-06616 6.000 EACH | 1240.00000 7440.00| 1175.00000 7050.00| 1215.00000 7290.00 PIEZO, CLASS II | | | 0037 805-78795 552.000 LFT | 18.00000 9936.00| 7.00000 3864.00| 7.40000 4084.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 805-78510 1680.000 LFT | 2.25000 3780.00| 1.50000 2520.00| 1.60000 2688.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0039 805-78470 950.000 LFT | 1.50000 1425.00| 0.20000 190.00| 0.21000 199.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | SECTION TOTALS | $ 10,155,000.00| $ 10,776,984.82| $ 11,451,156.36 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,155,000.00| $ 10,776,984.82| $ 11,451,156.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,860,170.81 ROUTE : 465 CALL ORDER : 221 CONTRACT ID : R -28258-A COUNTIES : BOONE HAMILTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE, PCCP PATCHING, BRIDGE DECK PATCHING | | | 0001 105-06845 LUMP | 39500.00000 39500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2800.00000 16800.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 590000.00000 590000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 304-07783 38087.000 TON | 60.00000 2285220.00| | HMA PATCHING, TYPE D | | | 0008 306-08033 1026679.000 SYS | 1.40000 1437350.60| | MILLING, ASPHALT, 1 IN. | | | 0009 306-08043 17601.000 SYS | 1.40000 24641.40| | MILLING, TRANSITION | | | 0010 401-06264 LUMP | 75000.00000 75000.00| | PROFILOGRAPH, HMA | | | 0011 401-07320 35040.000 TON | 49.00000 1716960.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0012 401-07337 50957.000 TON | 82.00000 4178474.00| | QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0013 406-05520 233.000 TON | 250.00000 58250.00| | ASPHALT FOR TACK COAT | | | 0014 506-06333 100.000 SYS | 558.00000 55800.00| | PCCP PATCHING, FULL DEPTH | | | 0015 507-07482 14008.000 LFT | 1.55000 21712.40| | CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | | 0016 606-07484 294046.000 LFT | 0.20000 58809.20| | MILLED HMA SHOULDER CORRUGATIONS | | | 0017 612-04315 17.000 TON | 1217.00000 20689.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0018 612-05081 1.000 EACH | 3000.00000 3000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,860,170.81 ROUTE : 465 CALL ORDER : 221 CONTRACT ID : R -28258-A COUNTIES : BOONE HAMILTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 612-60410 286.000 EACH | 25.00000 7150.00| | DRILLED HOLE FOR UNDERSEAL | | | 0020 722-51852 4591.000 SFT | 45.00000 206595.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0021 722-60824 228.000 SYS | 44.00000 10032.00| | SURFACE MILLING | | | 0022 724-03276 791.000 LFT | 180.00000 142380.00| | EXPANSION JOINT SEALING SYSTEM | | | 0023 801-01093 4.000 EACH | 2500.00000 10000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0024 801-06207 29405.000 LFT | 1.00000 29405.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 42.000 EACH | 170.00000 7140.00| | CONSTRUCTION SIGN, A | | | 0026 801-06710 480.000 DAY | 15.00000 7200.00| | FLASHING ARROW SIGN | | | 0027 801-06775 LUMP | 509000.00000 509000.00| | MAINTAINING TRAFFIC | | | 0028 801-07215 720.000 DAY | 45.00000 32400.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0029 808-06702 158083.000 LFT | 0.01000 1580.83| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0030 808-06703 201085.000 LFT | 0.15000 30162.75| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0031 808-06705 20410.000 LFT | 5.00000 102050.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0032 808-75215 3952.000 LFT | 0.05000 197.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0033 808-75245 158083.000 LFT | 0.15000 23712.45| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0034 808-75996 3676.000 EACH | 5.00000 18380.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 3676.000 EACH | 18.00000 66168.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 221 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17,860,170.81 ROUTE : 465 CALL ORDER : 221 CONTRACT ID : R -28258-A COUNTIES : BOONE HAMILTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT MARION SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 805-06616 6.000 EACH | 1150.00000 6900.00| | PIEZO, CLASS II | | | 0037 805-78795 552.000 LFT | 7.00000 3864.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 805-78510 1680.000 LFT | 1.50000 2520.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0039 805-78470 950.000 LFT | 0.20000 190.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | SECTION TOTALS | $ 11,799,237.23| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,799,237.23| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,483,784.58 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 1,494,221.94 100.7034% 3 35-1139301 E & B PAVING, INC. $ 1,712,410.44 115.4083% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,750,310.93 117.9626% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1139301 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION AND BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 40514.38000 40514.38| 13000.00000 13000.00| 13300.00000 13300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1968.32000 31493.12| 2100.00000 33600.00| 1600.00000 25600.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 74189.10000 74189.10| 76000.00000 76000.00| 84000.00000 84000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 22256.00000 22256.00| 118000.00000 118000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 4025.000 m3 | 20.90000 84122.50| 12.50000 50312.50| 12.50000 50312.50 EXCAVATION, COMMON | | | 0009 203-02070 13510.000 m3 | 10.30000 139153.00| 13.00000 175630.00| 13.00000 175630.00 BORROW | | | 0010 203-51223 160.000 m3 | 22.50000 3600.00| 10.00000 1600.00| 94.00000 15040.00 EXCAVATION, WATERWAY | | | 0011 205-03371 53.000 m3 | 18.89000 1001.17| 13.00000 689.00| 13.00000 689.00 SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1139301 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06930 3.000 Mg | 41.95000 125.85| 44.50000 133.50| 44.50000 133.50 SPLASHPAD, RIPRAP | | | 0013 205-06931 52.000 Mg | 39.95000 2077.40| 47.20000 2454.40| 47.20000 2454.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 2.000 EACH | 90.00000 180.00| 90.00000 180.00| 90.00000 180.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 61.000 Mg | 39.95000 2436.95| 43.50000 2653.50| 43.50000 2653.50 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 808.000 m | 5.85000 4726.80| 4.00000 3232.00| 3.98000 3215.84 TEMPORARY SILT FENCE | | | 0017 205-06938 38.000 m | 53.05000 2015.90| 137.00000 5206.00| 137.00000 5206.00 TEMPORARY SLOPE DRAIN | | | 0018 206-51220 150.000 m3 | 107.20000 16080.00| 130.00000 19500.00| 298.00000 44700.00 EXCAVATION, WET | | | 0019 207-08265 9845.000 m2 | 5.74000 56510.30| 4.80000 47256.00| 7.75000 76298.75 SUBGRADE TREATMENT, TYPE IIA | | | 0020 211-06467 20.000 m3 | 131.00000 2620.00| 26.00000 520.00| 52.00000 1040.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 277.000 m3 | 32.89000 9110.53| 46.00000 12742.00| 46.00000 12742.00 STRUCTURE BACKFILL | | | 0022 301-07448 561.000 Mg | 26.00000 14586.00| 26.00000 14586.00| 26.00000 14586.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 22.000 m3 | 58.50000 1287.00| 45.80000 1007.60| 50.00000 1100.00 DENSE GRADED SUBBASE | | | 0024 303-01180 604.000 Mg | 21.00000 12684.00| 21.00000 12684.00| 21.00000 12684.00 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08034 112.000 m2 | 7.75000 868.00| 10.00000 1120.00| 23.00000 2576.00 MILLING, ASPHALT, 38 mm | | | 0026 401-06264 LUMP | 4100.00000 4100.00| 4100.00000 4100.00| 4100.00000 4100.00 PROFILOGRAPH, HMA | | | 0027 401-07327 675.000 Mg | 58.00000 39150.00| 58.00000 39150.00| 58.00000 39150.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0028 401-07397 1051.000 Mg | 48.00000 50448.00| 48.00000 50448.00| 48.00000 50448.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0029 401-07423 2511.000 Mg | 41.00000 102951.00| 41.00000 102951.00| 41.00000 102951.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0030 401-07429 1514.000 Mg | 41.00000 62074.00| 41.00000 62074.00| 41.00000 62074.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1139301 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 406-05520 8.000 Mg | 180.00000 1440.00| 180.00000 1440.00| 180.00000 1440.00 ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 1715.00000 1715.00| 2060.00000 2060.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06374 4.000 EACH | 650.00000 2600.00| 790.00000 3160.00| 900.00000 3600.00 GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-94689 3.000 EACH | 2050.00000 6150.00| 2235.00000 6705.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 74.000 m | 45.00000 3330.00| 50.00000 3700.00| 54.00000 3996.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 605-06140 1209.000 m | 45.50000 55009.50| 42.00000 50778.00| 48.00000 58032.00 CURB AND GUTTER, CONCRETE | | | 0037 607-90826 4.000 EACH | 1000.00000 4000.00| 490.00000 1960.00| 900.00000 3600.00 GUTTER TURNOUT, CONCRETE | | | 0038 609-06259 153.000 m2 | 72.00000 11016.00| 62.20000 9516.60| 110.00000 16830.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 341.000 Mg | 65.00000 22165.00| 65.00000 22165.00| 65.00000 22165.00 HMA FOR APPROACHES, TYPE A | | | 0040 610-08446 843.000 m2 | 43.75000 36881.25| 38.00000 32034.00| 50.00000 42150.00 PCCP FOR APPROACHES, 150 mm | | | 0041 611-06497 12.000 EACH | 175.00000 2100.00| 130.00000 1560.00| 125.00000 1500.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH | 230.00000 460.00| 165.00000 330.00| 165.00000 330.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06505 6.000 EACH | 440.00000 2640.00| 610.00000 3660.00| 400.00000 2400.00 MONUMENT, B | | | 0044 615-06527 1.000 EACH | 400.00000 400.00| 795.00000 795.00| 300.00000 300.00 MONUMENT, SECTION CORNER | | | 0045 616-02320 1300.000 m2 | 2.59000 3367.00| 2.90000 3770.00| 2.90000 3770.00 GEOTEXTILES | | | 0046 616-06405 924.000 Mg | 23.24000 21473.76| 31.50000 29106.00| 31.50000 29106.00 RIPRAP, REVETMENT | | | 0047 617-04488 96.000 m2 | 8.20000 787.20| 6.50000 624.00| 6.50000 624.00 GEOGRID, SUBGRADE | | | 0048 621-01004 2.000 EACH | 325.00000 650.00| 325.00000 650.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1139301 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 621-06545 0.800 Mg | 621.00000 496.80| 621.00000 496.80| 621.00000 496.80 FERTILIZER | | | 0050 621-06554 139.000 kg | 7.52000 1045.28| 7.60000 1056.40| 7.52000 1045.28 SEED MIXTURE, U | | | 0051 621-06557 214.000 kg | 4.98000 1065.72| 5.00000 1070.00| 4.98000 1065.72 SEED MIXTURE, T | | | 0052 621-06565 3.800 Mg | 474.00000 1801.20| 474.00000 1801.20| 474.00000 1801.20 MULCHING MATERIAL | | | 0053 621-06567 81.000 kL | 2.50000 202.50| 2.50000 202.50| 2.50000 202.50 WATER | | | 0054 621-06574 661.000 m2 | 2.88000 1903.68| 4.10000 2710.10| 4.08000 2696.88 SODDING | | | 0055 621-06575 3837.000 m2 | 2.88000 11050.56| 4.10000 15731.70| 4.08000 15654.96 SODDING, NURSERY | | | 0056 622-52436 1.000 EACH | 25.00000 25.00| 25.00000 25.00| 25.00000 25.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 40.000 EACH | 9.75000 390.00| 9.75000 390.00| 9.75000 390.00 SEEDLING | | | 0058 701-51195 352.000 m | 110.00000 38720.00| 130.00000 45760.00| 200.00000 70400.00 PILE, STEEL H, HP 310 X 79 | | | 0059 701-91792 20.000 EACH | 115.00000 2300.00| 90.00000 1800.00| 100.00000 2000.00 PILE TIP, STEEL H | | | 0060 702-51005 76.600 m3 | 440.00000 33704.00| 470.00000 36002.00| 970.00000 74302.00 CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 7.600 m3 | 640.00000 4864.00| 470.00000 3572.00| 500.00000 3800.00 CONCRETE, B, FOOTINGS | | | 0062 703-51030 3828.000 kg | 1.60000 6124.80| 1.25000 4785.00| 3.00000 11484.00 REINFORCING STEEL | | | 0063 703-51032 20110.000 kg | 1.70000 34187.00| 1.30000 26143.00| 2.60000 52286.00 REINFORCING STEEL, EPOXY COATED | | | 0064 704-51002 118.100 m3 | 575.00000 67907.50| 470.00000 55507.00| 960.00000 113376.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-06344 69.000 m | 152.00000 10488.00| 57.00000 3933.00| 210.00000 14490.00 RAILING, TS-1 | | | 0066 707-05983 142.800 m | 350.00000 49980.00| 465.00000 66402.00| 420.00000 59976.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0067 709-51821 LUMP | 1644.10000 1644.10| 2050.00000 2050.00| 1850.00000 1850.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1139301 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 715-05048 1988.000 m | 25.30000 50296.40| 8.30000 16500.40| 8.30000 16500.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05053 34.000 m | 63.25000 2150.50| 58.00000 1972.00| 58.00000 1972.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0070 715-05149 475.000 m | 106.00000 50350.00| 90.00000 42750.00| 90.00000 42750.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 54.000 m | 143.00000 7722.00| 100.00000 5400.00| 100.00000 5400.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05152 20.000 m | 168.20000 3364.00| 108.00000 2160.00| 108.00000 2160.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0073 715-05407 34.000 m | 38.37000 1304.58| 33.00000 1122.00| 50.00000 1700.00 PIPE, END BENT DRAIN, 150 mm | | | 0074 715-46000 5.000 EACH | 140.00000 700.00| 250.00000 1250.00| 250.00000 1250.00 PIPE END SECTION, 300 mm | | | 0075 715-46005 5.000 EACH | 160.00000 800.00| 270.00000 1350.00| 270.00000 1350.00 PIPE END SECTION, 375 mm | | | 0076 715-46010 2.000 EACH | 200.00000 400.00| 290.00000 580.00| 290.00000 580.00 PIPE END SECTION, 450 mm | | | 0077 718-06529 6.000 EACH | 600.00000 3600.00| 700.00000 4200.00| 700.00000 4200.00 OUTLET PROTECTOR, 2 | | | 0078 718-06532 1000.000 m | 2.30000 2300.00| 3.25000 3250.00| 2.30000 2300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 412.000 m3 | 38.00000 15656.00| 40.00000 16480.00| 40.00000 16480.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 4848.000 m2 | 3.00000 14544.00| 1.10000 5332.80| 1.10000 5332.80 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-45270 1.000 EACH | 1000.00000 1000.00| 1400.00000 1400.00| 1400.00000 1400.00 PIPE CATCH BASIN, 450 mm | | | 0082 720-45410 9.000 EACH | 1550.00000 13950.00| 2300.00000 20700.00| 2300.00000 20700.00 MANHOLE, C4 | | | 0083 720-98174 12.000 EACH | 2020.00000 24240.00| 2300.00000 27600.00| 2300.00000 27600.00 INLET, B15 | | | 0084 720-98555 12.000 EACH | 2150.00000 25800.00| 2300.00000 27600.00| 2300.00000 27600.00 INLET, C15 | | | 0085 801-04308 5.000 EACH | 366.00000 1830.00| 366.00000 1830.00| 595.00000 2975.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06625 10.000 EACH | 121.00000 1210.00| 121.00000 1210.00| 125.00000 1250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 17.000 EACH | 140.00000 2380.00| 140.00000 2380.00| 250.00000 4250.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1058755 |( 3 ) 35-1139301 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 801-06775 LUMP | 26888.00000 26888.00| 6000.00000 6000.00| 55400.00000 55400.00 MAINTAINING TRAFFIC | | | 0089 801-07118 36.000 m | 45.25000 1629.00| 45.25000 1629.00| 55.00000 1980.00 BARRICADE, III-A | | | 0090 801-07119 15.000 m | 59.30000 889.50| 59.30000 889.50| 65.00000 975.00 BARRICADE, III-B | | | 0091 802-05701 24.000 m | 43.70000 1048.80| 67.65000 1623.60| 65.00000 1560.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0092 802-76025 4.100 m2 | 199.50000 817.95| 82.80000 339.48| 185.00000 758.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0093 802-76035 0.800 m2 | 185.00000 148.00| 90.45000 72.36| 175.00000 140.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0094 808-03631 106.000 m | 7.85000 832.10| 7.85000 832.10| 21.23200 2250.59 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0095 808-03632 106.000 m | 7.85000 832.10| 7.85000 832.10| 21.22000 2249.32 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0096 808-06703 534.000 m | 0.91000 485.94| 0.91000 485.94| 1.40000 747.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0097 808-06706 27.000 m | 8.60000 232.20| 8.60000 232.20| 60.00000 1620.00 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0098 808-75245 2126.000 m | 0.91000 1934.66| 0.91000 1934.66| 1.40000 2976.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 1,483,784.58| $ 1,494,221.94| $ 1,712,410.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,483,784.58| $ 1,494,221.94| $ 1,712,410.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION AND BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 16.000 MOS | 1000.00000 16000.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 87500.00000 87500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 26250.00000 26250.00| | CLEARING RIGHT OF WAY | | | 0008 203-02000 4025.000 m3 | 12.50000 50312.50| | EXCAVATION, COMMON | | | 0009 203-02070 13510.000 m3 | 17.00000 229670.00| | BORROW | | | 0010 203-51223 160.000 m3 | 85.00000 13600.00| | EXCAVATION, WATERWAY | | | 0011 205-03371 53.000 m3 | 13.00000 689.00| | SEDIMENT REMOVE | | | 0012 205-06930 3.000 Mg | 44.50000 133.50| | SPLASHPAD, RIPRAP | | | 0013 205-06931 52.000 Mg | 47.20000 2454.40| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06933 2.000 EACH | 90.00000 180.00| | TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06936 61.000 Mg | 43.50000 2653.50| | TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 808.000 m | 3.98000 3215.84| | TEMPORARY SILT FENCE | | | 0017 205-06938 38.000 m | 137.00000 5206.00| | TEMPORARY SLOPE DRAIN | | | 0018 206-51220 150.000 m3 | 285.00000 42750.00| | EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08265 9845.000 m2 | 7.75000 76298.75| | SUBGRADE TREATMENT, TYPE IIA | | | 0020 211-06467 20.000 m3 | 52.00000 1040.00| | AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 277.000 m3 | 46.00000 12742.00| | STRUCTURE BACKFILL | | | 0022 301-07448 561.000 Mg | 29.00000 16269.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 22.000 m3 | 50.00000 1100.00| | DENSE GRADED SUBBASE | | | 0024 303-01180 604.000 Mg | 22.00000 13288.00| | COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08034 112.000 m2 | 19.40000 2172.80| | MILLING, ASPHALT, 38 mm | | | 0026 401-06264 LUMP | 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0027 401-07327 675.000 Mg | 55.00000 37125.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0028 401-07397 1051.000 Mg | 41.00000 43091.00| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0029 401-07423 2511.000 Mg | 46.00000 115506.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0030 401-07429 1514.000 Mg | 45.00000 68130.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0031 406-05520 8.000 Mg | 200.00000 1600.00| | ASPHALT FOR TACK COAT | | | 0032 601-01700 1.000 EACH | 2060.00000 2060.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-06374 4.000 EACH | 790.00000 3160.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-94689 3.000 EACH | 2235.00000 6705.00| | GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 74.000 m | 50.00000 3700.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 605-06140 1209.000 m | 50.00000 60450.00| | CURB AND GUTTER, CONCRETE | | | 0037 607-90826 4.000 EACH | 1500.00000 6000.00| | GUTTER TURNOUT, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 609-06259 153.000 m2 | 110.00000 16830.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 341.000 Mg | 56.00000 19096.00| | HMA FOR APPROACHES, TYPE A | | | 0040 610-08446 843.000 m2 | 55.00000 46365.00| | PCCP FOR APPROACHES, 150 mm | | | 0041 611-06497 12.000 EACH | 130.00000 1560.00| | MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 2.000 EACH | 165.00000 330.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06505 6.000 EACH | 610.00000 3660.00| | MONUMENT, B | | | 0044 615-06527 1.000 EACH | 795.00000 795.00| | MONUMENT, SECTION CORNER | | | 0045 616-02320 1300.000 m2 | 3.24000 4212.00| | GEOTEXTILES | | | 0046 616-06405 924.000 Mg | 28.35000 26195.40| | RIPRAP, REVETMENT | | | 0047 617-04488 96.000 m2 | 6.50000 624.00| | GEOGRID, SUBGRADE | | | 0048 621-01004 2.000 EACH | 325.00000 650.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 0.800 Mg | 621.00000 496.80| | FERTILIZER | | | 0050 621-06554 139.000 kg | 7.52000 1045.28| | SEED MIXTURE, U | | | 0051 621-06557 214.000 kg | 4.98000 1065.72| | SEED MIXTURE, T | | | 0052 621-06565 3.800 Mg | 474.00000 1801.20| | MULCHING MATERIAL | | | 0053 621-06567 81.000 kL | 2.50000 202.50| | WATER | | | 0054 621-06574 661.000 m2 | 4.08000 2696.88| | SODDING | | | 0055 621-06575 3837.000 m2 | 4.08000 15654.96| | SODDING, NURSERY | | | 0056 622-52436 1.000 EACH | 20.00000 20.00| | SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 622-91786 40.000 EACH | 9.75000 390.00| | SEEDLING | | | 0058 701-51195 352.000 m | 200.00000 70400.00| | PILE, STEEL H, HP 310 X 79 | | | 0059 701-91792 20.000 EACH | 100.00000 2000.00| | PILE TIP, STEEL H | | | 0060 702-51005 76.600 m3 | 970.00000 74302.00| | CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 7.600 m3 | 500.00000 3800.00| | CONCRETE, B, FOOTINGS | | | 0062 703-51030 3828.000 kg | 3.00000 11484.00| | REINFORCING STEEL | | | 0063 703-51032 20110.000 kg | 2.60000 52286.00| | REINFORCING STEEL, EPOXY COATED | | | 0064 704-51002 118.100 m3 | 960.00000 113376.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-06344 69.000 m | 57.00000 3933.00| | RAILING, TS-1 | | | 0066 707-05983 142.800 m | 420.00000 59976.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0067 709-51821 LUMP | 1850.00000 1850.00| | SURFACE SEAL | | | 0068 715-05048 1988.000 m | 8.30000 16500.40| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0069 715-05053 34.000 m | 58.00000 1972.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0070 715-05149 475.000 m | 90.00000 42750.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0071 715-05151 54.000 m | 100.00000 5400.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0072 715-05152 20.000 m | 108.00000 2160.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0073 715-05407 34.000 m | 50.00000 1700.00| | PIPE, END BENT DRAIN, 150 mm | | | 0074 715-46000 5.000 EACH | 250.00000 1250.00| | PIPE END SECTION, 300 mm | | | 0075 715-46005 5.000 EACH | 270.00000 1350.00| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-46010 2.000 EACH | 290.00000 580.00| | PIPE END SECTION, 450 mm | | | 0077 718-06529 6.000 EACH | 700.00000 4200.00| | OUTLET PROTECTOR, 2 | | | 0078 718-06532 1000.000 m | 2.30000 2300.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 412.000 m3 | 40.00000 16480.00| | AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 4848.000 m2 | 1.10000 5332.80| | GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-45270 1.000 EACH | 1400.00000 1400.00| | PIPE CATCH BASIN, 450 mm | | | 0082 720-45410 9.000 EACH | 2300.00000 20700.00| | MANHOLE, C4 | | | 0083 720-98174 12.000 EACH | 2300.00000 27600.00| | INLET, B15 | | | 0084 720-98555 12.000 EACH | 2300.00000 27600.00| | INLET, C15 | | | 0085 801-04308 5.000 EACH | 595.00000 2975.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0086 801-06625 10.000 EACH | 125.00000 1250.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0087 801-06640 17.000 EACH | 250.00000 4250.00| | CONSTRUCTION SIGN, A | | | 0088 801-06775 LUMP | 31203.00000 31203.00| | MAINTAINING TRAFFIC | | | 0089 801-07118 36.000 m | 55.00000 1980.00| | BARRICADE, III-A | | | 0090 801-07119 15.000 m | 65.00000 975.00| | BARRICADE, III-B | | | 0091 802-05701 24.000 m | 56.00000 1344.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0092 802-76025 4.100 m2 | 220.00000 902.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0093 802-76035 0.800 m2 | 200.00000 160.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 231 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,001,289.50 ROUTE : CALL ORDER : 231 CONTRACT ID : R -28336-A COUNTIES : GRANT LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-03631 106.000 m | 21.23000 2250.38| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0095 808-03632 106.000 m | 21.22000 2249.32| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0096 808-06703 534.000 m | 1.40000 747.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0097 808-06706 27.000 m | 60.00000 1620.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0098 808-75245 2126.000 m | 1.40000 2976.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 1,750,310.93| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,750,310.93| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 16 CALL ORDER : 251 CONTRACT ID : R -28483-A COUNTIES : NEWTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/23/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,077,794.50 100.0000% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,646,456.67 ROUTE : CALL ORDER : 261 CONTRACT ID : R -28495-A COUNTIES : CASS LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 2,603,515.85 100.0000% ==================================================================================================================================== |( 1 ) 35-1325036 |( ) |( ) |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 | | | 0001 105-06845 LUMP | 74000.00000 74000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2645.00000 21160.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 108-01614 LUMP | 10500.00000 10500.00| | PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 250000.00000 250000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 150000.00000 150000.00| | CLEARING RIGHT OF WAY | | | 0008 202-02255 1.000 EACH | 1000.00000 1000.00| | TREE, 18 IN., REMOVE | | | 0009 202-91385 19.000 EACH | 1000.00000 19000.00| | INLET, REMOVE | | | 0010 202-93047 7.000 EACH | 1000.00000 7000.00| | MANHOLE, REMOVE | | | 0011 203-02000 1771.000 CYS | 18.00000 31878.00| | EXCAVATION, COMMON | | | 0012 203-02010 2850.000 CYS | 1.00000 2850.00| | EXCAVATION, ROCK | | | 0013 203-02070 134.000 CYS | 30.00000 4020.00| | BORROW | | | 0015 203-04984 11.000 CYS | 500.00000 5500.00| | EXCAVATION , EXPLORATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,646,456.67 ROUTE : CALL ORDER : 261 CONTRACT ID : R -28495-A COUNTIES : CASS LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( ) |( ) |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 205-06937 25.000 LFT | 12.00000 300.00| | TEMPORARY SILT FENCE | | | 0017 210-08248 4110.000 SYS | 12.00000 49320.00| | SUBGRADE TREATMENT | | | 0018 211-07454 4481.500 CYS | 25.00000 112037.50| | STRUCTURE BACKFILL | | | 0019 301-07448 1220.000 TON | 20.00000 24400.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 304-07490 1045.000 TON | 85.00000 88825.00| | HMA PATCHING, TYPE B | | | 0021 304-07493 2610.000 TON | 56.00000 146160.00| | WIDENING WITH HMA, TYPE B 25 mm | | | 0022 306-08034 10050.000 SYS | 4.00000 40200.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0023 306-08042 4005.000 SYS | 5.00000 20025.00| | MILLING, SCARIFICATION/PROFILE | | | 0024 401-07333 545.000 TON | 68.00000 37060.00| | QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0025 401-07384 905.000 TON | 63.60000 57558.00| | QC/QA-HMA, 2, 76, INTERMEDIATE, 12.5 mm | | | 0026 402-07433 830.000 TON | 60.00000 49800.00| | HMA SURFACE, TYPE B | | | 0027 402-07451 452.000 TON | 60.00000 27120.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0028 406-05520 9.000 TON | 230.00000 2070.00| | ASPHALT FOR TACK COAT | | | 0029 603-06065 40.000 LFT | 1.00000 40.00| | FENCE, CHAIN LINK, RESET | | | 0030 604-06070 1720.000 SYS | 50.00000 86000.00| | SIDEWALK, CONCRETE | | | 0031 604-07894 5.300 SYS | 242.00000 1282.60| | CURB RAMP, CONCRETE, A | | | 0032 604-07900 28.000 SYS | 222.50000 6230.00| | CURB RAMP, CONCRETE, F | | | 0033 604-07901 273.200 SYS | 206.00000 56279.20| | CURB RAMP, CONCRETE, G | | | 0034 604-07902 50.300 SYS | 206.00000 10361.80| | CURB RAMP, CONCRETE, H | | | 0035 605-06120 170.000 LFT | 46.00000 7820.00| | CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,646,456.67 ROUTE : CALL ORDER : 261 CONTRACT ID : R -28495-A COUNTIES : CASS LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( ) |( ) |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 605-06155 2690.000 LFT | 21.00000 56490.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0037 610-05330 880.000 SYS | 62.00000 54560.00| | PCCP FOR APPROACHES | | | 0038 610-07487 1140.000 TON | 110.00000 125400.00| | HMA FOR APPROACHES, TYPE B | | | 0039 616-02320 375.000 SYS | 3.00000 1125.00| | GEOTEXTILES | | | 0040 616-06405 19.500 TON | 50.00000 975.00| | RIPRAP, REVETMENT | | | 0041 621-01004 1.000 EACH | 205.00000 205.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06560 860.000 SYS | 1.10000 946.00| | MULCHED SEEDING, U | | | 0043 621-06567 1.000 kGAL | 11.50000 11.50| | WATER | | | 0044 621-06570 22.000 CYS | 85.00000 1870.00| | TOP SOIL | | | 0045 621-06575 2605.000 SYS | 3.75000 9768.75| | SODDING, NURSERY | | | 0046 622-05650 22.000 EACH | 405.00000 8910.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0047 703-51030 850.000 LBS | 2.00000 1700.00| | REINFORCING STEEL | | | 0048 714-44240 12.500 CYS | 1050.00000 13125.00| | CONCRETE, A, STRUCTURES | | | 0051 715-05024 1245.000 LFT | 108.00000 134460.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0052 715-05147 10.000 LFT | 60.00000 600.00| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0053 715-05148 6.000 LFT | 320.00000 1920.00| | PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0054 715-05151 453.000 LFT | 62.00000 28086.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0055 715-05152 80.000 LFT | 95.00000 7600.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0056 715-05156 388.000 LFT | 90.00000 34920.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,646,456.67 ROUTE : CALL ORDER : 261 CONTRACT ID : R -28495-A COUNTIES : CASS LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( ) |( ) |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05161 255.000 LFT | 145.00000 36975.00| | PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0058 715-05162 253.000 LFT | 165.00000 41745.00| | PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0059 715-05163 294.000 LFT | 210.00000 61740.00| | PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0060 715-05408 72.000 LFT | 80.00000 5760.00| | PIPE, SANITARY SEWER, 8 IN. | | | 0061 715-05711 144.000 LFT | 75.00000 10800.00| | PIPE, SANITARY SEWER, 6 IN. | | | 0062 720-44000 14.000 EACH | 1000.00000 14000.00| | CASTING, ADJUST TO GRADE | | | 0063 720-45045 24.000 EACH | 1400.00000 33600.00| | INLET, J10 | | | 0064 720-45055 7.000 EACH | 1400.00000 9800.00| | INLET, M10 | | | 0065 720-45250 2.000 EACH | 2200.00000 4400.00| | CATCH BASIN, K10 | | | 0066 720-45410 2.000 EACH | 1900.00000 3800.00| | MANHOLE, C4 | | | 0067 720-93501 3.000 EACH | 9000.00000 27000.00| | MANHOLE, L4 | | | 0068 720-95335 3.000 EACH | 16500.00000 49500.00| | MANHOLE, M4 | | | 0069 720-95409 1.000 EACH | 2510.00000 2510.00| | MANHOLE, J4, MODIFIED | | | 0070 720-95422 7.000 EACH | 2750.00000 19250.00| | MANHOLE, J4 | | | 0072 721-43055 1.000 EACH | 45000.00000 45000.00| | AUTOMATIC DRAINAGE GATE, 60 IN. | | | TIDEFLEX OR APPROVED EQUAL | | | 0073 732-04965 457.000 LFT | 45.00000 20565.00| | WATER SERVICE LINE , ADJUSTMENTS | | | 0075 801-04092 1421.000 SYS | 1.00000 1421.00| | TEMPORARY PAVEMENT | | | 0076 801-04308 11.000 EACH | 333.50000 3668.50| | ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06640 52.000 EACH | 144.00000 7488.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 261 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,646,456.67 ROUTE : CALL ORDER : 261 CONTRACT ID : R -28495-A COUNTIES : CASS LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( ) |( ) |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 801-06710 20.000 DAY | 30.00000 600.00| | FLASHING ARROW SIGN | | | 0079 801-06775 LUMP | 165000.00000 165000.00| | MAINTAINING TRAFFIC | | | 0080 801-07119 264.000 LFT | 18.50000 4884.00| | BARRICADE, III-B | | | 0081 802-05701 240.000 LFT | 18.00000 4320.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 141.000 SFT | 33.00000 4653.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 802-90623 5.000 EACH | 52.00000 260.00| | SIGN BRACKET FOR STREET NAME | | | 0084 802-97812 10.000 EACH | 98.00000 980.00| | STREET NAME IDENTIFICATION SIGN | | | 0085 808-06701 410.000 LFT | 1.50000 615.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0086 808-06703 200.000 LFT | 1.50000 300.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0087 808-75245 200.000 LFT | 1.50000 300.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75297 40.000 LFT | 10.50000 420.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0089 715-04612 20.000 LFT | 250.00000 5000.00| | PIPE , DUCTILE IRON, 14 IN. | | | 0090 715-04612 1429.000 LFT | 80.00000 114320.00| | PIPE , SEWER, 15 IN., MODIFIED | | | 0091 715-04612 45.000 LFT | 110.00000 4950.00| | PIPE , SEWER, 18 IN., MODIFIED | | | 0092 720-94208 2.000 EACH | 2200.00000 4400.00| | MANHOLE, C10 | | | 0093 720-98959 1.000 EACH | 3600.00000 3600.00| | MANHOLE, A | | | 0094 732-91742 4.000 EACH | 1800.00000 7200.00| | FIRE HYDRANT , RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 261 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,646,456.67 ROUTE : CALL ORDER : 261 CONTRACT ID : R -28495-A COUNTIES : CASS LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1325036 |( ) |( ) |DEICHMAN EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202-93615 10.000 SYS | 22.00000 220.00| | CONCRETE, REMOVE , INTERURBAN | | | SECTION TOTALS | $ 2,603,515.85| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,603,515.85| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/11/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,389,724.54 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 3,672,487.73 108.3418% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 30200.00000 30200.00| 55500.00000 55500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 2725.00000 16350.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 170000.00000 170000.00| 183624.35000 183624.35| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 69000.00000 69000.00| 73450.00000 73450.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 256.000 SYS | 35.00000 8960.00| 20.00000 5120.00| PAVEMENT REMOVAL | | | 0009 202-02245 47.000 EACH | 180.00000 8460.00| 350.00000 16450.00| TREE, 6 IN., REMOVE | | | 0010 202-02271 1.000 EACH | 1800.00000 1800.00| 2575.00000 2575.00| HEADWALL, REMOVE | | | 0011 202-85996 28.000 EACH | 289.00000 8092.00| 525.00000 14700.00| LIGHT STANDARD AND MAST ARM, REMOVE | | | 0012 202-96133 101.000 LFT | 400.00000 40400.00| 500.00000 50500.00| PIPE, REMOVE , 16 FT. X 9 FT. | | | 0013 202-96151 LUMP | 1460.00000 1460.00| 575.00000 575.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02000 17524.000 CYS | 10.00000 175240.00| 8.00000 140192.00| EXCAVATION, COMMON | | | 0015 203-02100 889.000 CYS | 5.00000 4445.00| 11.25000 10001.25| EXCAVATION, PEAT | | | 0017 205-06937 1150.000 LFT | 1.25000 1437.50| 1.50000 1725.00| TEMPORARY SILT FENCE | | | 0018 206-51220 5085.000 CYS | 12.00000 61020.00| 9.25000 47036.25| EXCAVATION, WET | | | 0019 206-51235 LUMP | 2000.00000 2000.00| 1.00000 1.00| COFFERDAM | | | 0021 210-06990 3.000 EACH | 6089.19000 18267.57| 7300.00000 21900.00| LIMESTONE , COLUMNS AT PIERS | | | 0023 210-08138 19.000 EACH | 366.00000 6954.00| 290.00000 5510.00| RECEPTACLE , 110V OUTLET | | | 0024 210-08238 LUMP | 20000.00000 20000.00| 51300.00000 51300.00| STORMWATER TREATMENT STRUCTURE, TYPE 1 | | | 0025 210-08238 LUMP | 30000.00000 30000.00| 41600.00000 41600.00| STORMWATER TREATMENT STRUCTURE, TYPE 2 | | | 0026 210-08261 2.000 EACH | 4000.00000 8000.00| 4270.00000 8540.00| ACCESS , TUNNEL, COVER PLATES AND FRAME | | | 0027 210-08375 210.000 CFT | 150.00000 31500.00| 160.00000 33600.00| LIMESTONE VENNER, BRIDGE | | | 0028 211-07454 2696.000 CYS | 19.00000 51224.00| 28.00000 75488.00| STRUCTURE BACKFILL | | | 0029 302-06464 74.000 CYS | 35.00000 2590.00| 82.00000 6068.00| SUBBASE FOR PCCP | | | 0030 303-01180 1383.000 TON | 24.00000 33192.00| 23.50000 32500.50| COMPACTED AGGREGATE, NO. 53 | | | 0031 303-02172 75.000 TON | 24.00000 1800.00| 41.75000 3131.25| TEMPORARY AGGREGATE | | | 0032 305-07457 238.000 SYS | 61.00000 14518.00| 55.00000 13090.00| PCC BASE, 9 IN., BASE | | | 0033 306-08041 75.000 SYS | 27.00000 2025.00| 46.00000 3450.00| MILLING, PCCP | | | 0034 306-08043 223.000 SYS | 14.00000 3122.00| 15.50000 3456.50| MILLING, TRANSITION | | | 0035 401-07327 1036.000 TON | 55.00000 56980.00| 62.00000 64232.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0036 401-07397 1696.000 TON | 45.00000 76320.00| 50.00000 84800.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 401-07423 4826.000 TON | 40.00000 193040.00| 45.00000 217170.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0038 401-08333 2330.000 TON | 40.00000 93200.00| 45.00000 104850.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0039 402-05498 20.000 TON | 61.00000 1220.00| 125.00000 2500.00| HMA FOR PARKING AREA | | | 0040 406-05520 15.000 TON | 200.00000 3000.00| 220.00000 3300.00| ASPHALT FOR TACK COAT | | | 0041 502-06329 3.000 SYS | 600.00000 1800.00| 500.00000 1500.00| PCCP, 12 IN. , EDGE BAND | | | 0042 603-03829 76.000 LFT | 700.00000 53200.00| 390.00000 29640.00| FENCE , ALUMINUM | | | 0043 604-01527 238.000 SYS | 99.00000 23562.00| 220.00000 52360.00| PAVERS, BRICK , ROADWAY | | | 0044 604-04452 176.000 CFT | 295.60000 52025.60| 200.00000 35200.00| LIMESTONE VENNER, CAPSTONE AT PIERS | | | 0045 604-06844 1247.000 SFT | 35.53000 44305.91| 26.00000 32422.00| BRICK MASONRY, BRIDGE WALL VENEER | | | 0046 604-06844 460.000 SFT | 39.93000 18367.80| 37.50000 17250.00| BRICK MASONRY, PIERS | | | 0047 604-07569 600.000 SYS | 20.00000 12000.00| 140.00000 84000.00| PAVERS , EXISTING, SALVAGE AND RESET | | | 0048 604-07894 100.000 SYS | 95.00000 9500.00| 150.00000 15000.00| CURB RAMP, CONCRETE, A | | | 0049 604-07896 59.000 SYS | 125.00000 7375.00| 145.00000 8555.00| CURB RAMP, CONCRETE, B | | | 0050 604-07900 74.000 SYS | 80.00000 5920.00| 135.00000 9990.00| CURB RAMP, CONCRETE, F | | | 0051 604-07903 16.000 SYS | 160.00000 2560.00| 115.00000 1840.00| CURB RAMP, CONCRETE, K | | | 0052 604-07904 15.000 SYS | 300.00000 4500.00| 275.00000 4125.00| CURB RAMP, CONCRETE, L MODIFIED | | | 0053 604-91531 5078.000 SYS | 43.00000 218354.00| 36.25000 184077.50| SIDEWALK, CONCRETE, 4 IN. | | | 0054 605-04510 270.000 LFT | 16.00000 4320.00| 18.00000 4860.00| LIP GUTTER | | | 0055 605-06090 100.000 LFT | 28.00000 2800.00| 25.75000 2575.00| CURB, INTEGRAL, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 605-06120 3782.000 LFT | 12.00000 45384.00| 13.25000 50111.50| CURB, CONCRETE | | | 0057 605-06155 6029.000 LFT | 13.00000 78377.00| 14.00000 84406.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0058 605-06160 100.000 LFT | 40.00000 4000.00| 50.00000 5000.00| CURB AND GUTTER, B, CONCRETE, MODIFIED | | | 0059 610-07487 603.000 TON | 61.00000 36783.00| 70.00000 42210.00| HMA FOR APPROACHES, TYPE B | | | 0060 615-06505 5.000 EACH | 515.00000 2575.00| 575.00000 2875.00| MONUMENT, B | | | 0061 615-06510 3.000 EACH | 450.00000 1350.00| 525.00000 1575.00| MONUMENT, C | | | 0062 616-02320 267.000 SYS | 4.00000 1068.00| 3.35000 894.45| GEOTEXTILES | | | 0063 616-05688 266.000 TON | 24.00000 6384.00| 45.00000 11970.00| RIPRAP, CLASS 1 | | | 0064 621-01004 1.000 EACH | 750.00000 750.00| 850.00000 850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0065 621-02166 2667.000 SYS | 0.50000 1333.50| 0.55000 1466.85| MULCHED SEEDING, SPECIAL CLASS | | | 0066 621-06570 1333.000 CYS | 60.00000 79980.00| 34.50000 45988.50| TOP SOIL | | | 0067 621-06574 8839.000 SYS | 2.49000 22009.11| 4.20000 37123.80| SODDING | | | 0068 622-01937 6235.000 EACH | 3.50000 21822.50| 4.00000 24940.00| PLANT , NATIVE PLUG, PLANT CELL | | | 0069 702-03607 16.000 EACH | 475.00000 7600.00| 475.00000 7600.00| CORED HOLE IN CONCRETE , TUNNEL WALL, | | | LINK SEAL | | | 0070 702-90915 5.000 CYS | 465.00000 2325.00| 825.00000 4125.00| CONCRETE, A | | | 0071 703-06028 793.000 LBS | 2.50000 1982.50| 3.00000 2379.00| REINFORCING BARS , PIER FOOTINGS AND | | | FOUNDATIONS | | | 0072 704-51002 18.000 CYS | 920.00000 16560.00| 940.00000 16920.00| CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-03872 180.000 LFT | 307.50000 55350.00| 350.00000 63000.00| RAILING, ALUMINUM , BRIDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 715-01472 1.000 EACH | 811.00000 811.00| 1480.00000 1480.00| PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0076 715-05048 5696.000 LFT | 10.00000 56960.00| 3.75000 21360.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0077 715-05053 11.000 LFT | 10.00000 110.00| 22.00000 242.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0078 715-05149 25.000 LFT | 28.00000 700.00| 48.00000 1200.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0079 715-05151 2740.000 LFT | 32.00000 87680.00| 44.00000 120560.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0080 715-05152 84.000 LFT | 32.00000 2688.00| 55.00000 4620.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0081 715-05154 14.000 LFT | 40.00000 560.00| 82.00000 1148.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0082 715-05920 1.000 EACH | 1473.00000 1473.00| 1725.00000 1725.00| PIPE END SECTION, PRECAST CONCRETE, 30 | | | IN. | | | 0083 715-96960 128.000 LFT | 38.00000 4864.00| 53.25000 6816.00| PIPE, PVC, 15 IN. , PRESSURE RATED | | | 0084 718-06532 1000.000 LFT | 0.70000 700.00| 1.00000 1000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0085 718-52610 511.000 CYS | 29.00000 14819.00| 36.00000 18396.00| AGGREGATE FOR UNDERDRAINS | | | 0086 718-99153 6293.000 SYS | 1.00000 6293.00| 1.80000 11327.40| GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-44000 8.000 EACH | 300.00000 2400.00| 750.00000 6000.00| CASTING, ADJUST TO GRADE | | | 0088 720-45045 26.000 EACH | 1600.00000 41600.00| 1495.00000 38870.00| INLET, J10 | | | 0089 720-45055 20.000 EACH | 1600.00000 32000.00| 1595.00000 31900.00| INLET, M10 | | | 0090 720-45275 1.000 EACH | 1200.00000 1200.00| 1960.00000 1960.00| PIPE CATCH BASIN, 24 IN. | | | 0091 720-45410 19.000 EACH | 1840.00000 34960.00| 3000.00000 57000.00| MANHOLE, C4 | | | 0092 720-45510 1.000 EACH | 2400.00000 2400.00| 3000.00000 3000.00| MANHOLE, C4, MODIFIED | | | 0093 720-95409 1.000 EACH | 2894.00000 2894.00| 7000.00000 7000.00| MANHOLE, J4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 720-95422 6.000 EACH | 2544.00000 15264.00| 5000.00000 30000.00| MANHOLE, J4 | | | 0095 720-98174 2.000 EACH | 1680.00000 3360.00| 2000.00000 4000.00| INLET, B15 | | | 0096 720-98555 1.000 EACH | 1700.00000 1700.00| 2100.00000 2100.00| INLET, C15 | | | 0097 723-06660 204.000 SYS | 500.00000 102000.00| 700.00000 142800.00| WINGWALL | | | 0098 723-07185 90.000 LFT | 1700.00000 153000.00| 2200.00000 198000.00| STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 132 IN. | | | 0099 801-04308 4.000 EACH | 155.00000 620.00| 565.00000 2260.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0100 801-06201 30.000 SYS | 50.00000 1500.00| 57.00000 1710.00| TEMPORARY PANEL SIGNS NO PEDESTRIANS | | | 0101 801-06201 30.000 SYS | 50.00000 1500.00| 57.00000 1710.00| TEMPORARY PANEL SIGNS SIDEWALK CLOSED | | | 0102 801-06625 12.000 EACH | 10.00000 120.00| 135.00000 1620.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 9.000 EACH | 75.00000 675.00| 285.00000 2565.00| CONSTRUCTION SIGN, A | | | 0104 801-06645 5.000 EACH | 45.00000 225.00| 100.00000 500.00| CONSTRUCTION SIGN, B | | | 0105 801-06775 LUMP | 205300.00000 205300.00| 46258.43000 46258.43| MAINTAINING TRAFFIC | | | 0106 801-07119 192.000 LFT | 24.00000 4608.00| 20.00000 3840.00| BARRICADE, III-B | | | 0108 802-05701 220.000 LFT | 14.60000 3212.00| 12.75000 2805.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 154.000 SFT | 16.60000 2556.40| 24.50000 3773.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0110 802-76035 22.000 SFT | 18.20000 400.40| 28.25000 621.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0111 805-01842 2.000 EACH | 950.00000 1900.00| 950.00000 1900.00| HANDHOLE, SIGNAL | | | 0112 805-01844 380.000 LFT | 13.90000 5282.00| 17.00000 6460.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 805-02087 LUMP | 391.00000 391.00| 285.00000 285.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0114 805-02152 4.000 EACH | 810.00000 3240.00| 1045.00000 4180.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. , WITH | | | COUNTDOWN DISPLAY | | | 0115 805-03985 70.000 LFT | 2.11000 147.70| 2.85000 199.50| DETECTOR CABLE 3C 20GA. | | | 0116 805-04133 2.000 EACH | 489.00000 978.00| 995.00000 1990.00| SIGNAL PEDESTAL, 12 FT. | | | 0117 805-78100 1.000 EACH | 10600.00000 10600.00| 13235.00000 13235.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0118 805-78205 2.000 EACH | 640.00000 1280.00| 885.00000 1770.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0119 805-78370 4.000 EACH | 307.00000 1228.00| 228.00000 912.00| PEDESTRIAN PUSH BUTTON | | | 0120 805-78445 1.000 EACH | 380.00000 380.00| 750.00000 750.00| SIGNAL SERVICE | | | 0121 805-78467 20.000 LFT | 3.85000 77.00| 3.00000 60.00| SIGNAL CABLE, 3C 8GA. | | | 0122 805-78480 430.000 LFT | 1.56000 670.80| 1.95000 838.50| SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 560.000 LFT | 2.14000 1198.40| 2.05000 1148.00| SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 90.000 LFT | 2.10000 189.00| 2.15000 193.50| SIGNAL CABLE, 7C 14GA. | | | 0125 805-78510 80.000 LFT | 1.72000 137.60| 1.85000 148.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0126 805-78746 372.000 LFT | 8.60000 3199.20| 6.50000 2418.00| PREFORMED LOOP DETECTORS | | | 0127 805-78900 2.000 EACH | 610.00000 1220.00| 370.00000 740.00| PEDESTAL FOUNDATION, A | | | 0128 805-78925 1.000 EACH | 1220.00000 1220.00| 750.00000 750.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0129 805-86898 20.000 LFT | 8.30000 166.00| 10.25000 205.00| CONDUIT, STEEL, GALVANIZED, .75 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 805-86900 16.000 EACH | 186.00000 2976.00| 250.00000 4000.00| JUNCTION BOX , ALUMINUM | | | 0131 805-94069 265.000 LFT | 10.80000 2862.00| 11.00000 2915.00| CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0132 805-95888 21715.000 LFT | 1.06000 23017.90| 1.00000 21715.00| WIRE, NO. 8 COPPER, 1C | | | 0136 807-04443 190.000 LFT | 8.60000 1634.00| 7.75000 1472.50| CONDUIT , PVC, .75 IN., FOR ELECTRIC | | | 0137 807-04443 9275.000 LFT | 7.10000 65852.50| 7.85000 72808.75| CONDUIT , PVC, 1 IN., FOR ELECTRIC | | | 0138 807-04866 50.000 EACH | 4000.00000 200000.00| 5180.00000 259000.00| LUMINAIRE AND POLE, TYPE A | | | 0139 807-04962 9.000 EACH | 1320.00000 11880.00| 1600.00000 14400.00| LIGHT , GROUND, SPOT, TYPE B | | | 0140 808-06703 848.000 LFT | 0.60000 508.80| 0.85000 720.80| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0141 808-75245 514.000 LFT | 0.60000 308.40| 0.85000 436.90| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0142 808-75297 114.000 LFT | 5.00000 570.00| 5.00000 570.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0143 808-75300 1171.000 LFT | 1.00000 1171.00| 1.25000 1463.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0144 808-75320 11.000 EACH | 80.00000 880.00| 101.50000 1116.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0145 808-75325 11.000 EACH | 100.00000 1100.00| 145.00000 1595.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0146 808-92027 1352.000 LFT | 1.20000 1622.40| 1.75000 2366.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0147 306-08041 75.000 SYS | 8.25000 618.75| 46.20000 3465.00| MILLING, PCCP | | | 0148 207-08263 16054.000 SYS | 3.00000 48162.00| 4.75000 76256.50| SUBGRADE TREATMENT, TYPE IA | | | 0149 807-04654 2.000 EACH | 186.00000 372.00| 570.00000 1140.00| LIGHT POLE , EXISTING, SALVAGE AND RESE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 271 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,599,868.85 ROUTE : CALL ORDER : 271 CONTRACT ID : R -28529-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1128289 |( ) |E & B PAVING, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0150 802-04314 2.000 EACH | 16828.00000 33656.00| 25000.00000 50000.00| SIGN ASSEMBLY, SPECIALTY | | | 0151 702-76240 19.000 CYS | 1234.00000 23446.00| 135.00000 2565.00| CONCRETE BLOCKS | | | 0152 805-95889 9540.000 LFT | 0.93000 8872.20| 0.75000 7155.00| WIRE, NO. 10 COPPER, 1C | | | 0153 807-04651 630.000 LFT | 1.37000 863.10| 0.75000 472.50| WIRE , AWG, NO. 12 COPPER, 1/C | | | 0154 807-04779 52.000 EACH | 760.00000 39520.00| 685.00000 35620.00| CONCRETE FOUNDATION WITH GROUNDING , 24 | | | IN. DIA. X 72 IN. | | | 0155 807-06603 9.000 EACH | 550.00000 4950.00| 975.00000 8775.00| HANDHOLE, SIDEWALK | | | 0156 720-08299 46.000 EACH | 55.00000 2530.00| 65.00000 2990.00| DROP INLET PROTECTION, TEMPORARY | | | SECTION TOTALS | $ 3,389,724.54| $ 3,672,487.73| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,389,724.54| $ 3,672,487.73| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 281 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,450.00 ROUTE : 52 CALL ORDER : 281 CONTRACT ID : R -28559-A COUNTIES : HANCOCK LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/26/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 7,675.00 100.0000% 2 35-1874009 HAUER EXCAVATING $ 8,484.00 110.5407% 3 35-1817574 YARDBERRY LANDSCAPE $ 10,000.00 130.2932% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 12,985.00 169.1857% ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1874009 |( 3 ) 35-1817574 |BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP | 7325.00000 7325.00| 8174.00000 8174.00| 9000.00000 9000.00 HOUSES AND BUILDINGS, REMOVE | | | 0002 205-06937 200.000 LFT | 1.00000 200.00| 0.20000 40.00| 2.00000 400.00 TEMPORARY SILT FENCE | | | 0003 621-06559 300.000 SYS | 0.50000 150.00| 0.90000 270.00| 2.00000 600.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 7,675.00| $ 8,484.00| $ 10,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,675.00| $ 8,484.00| $ 10,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 281 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,450.00 ROUTE : 52 CALL ORDER : 281 CONTRACT ID : R -28559-A COUNTIES : HANCOCK LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP | 11990.00000 11990.00| | HOUSES AND BUILDINGS, REMOVE | | | 0002 205-06937 200.000 LFT | 1.60000 320.00| | TEMPORARY SILT FENCE | | | 0003 621-06559 300.000 SYS | 2.25000 675.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 12,985.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 12,985.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,815.81 ROUTE : CALL ORDER : 291 CONTRACT ID : R -28612-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/28/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 495,911.53 100.0000% 2 35-1120685 WALSH & KELLY INC $ 539,471.65 108.7838% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 34000.00000 34000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1700.00000 8500.00| 2200.00000 11000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP | 37500.00000 37500.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 250.000 SYS | 32.25000 8062.50| 16.75000 4187.50| PAVEMENT REMOVAL | | | 0005 202-04089 2.000 EACH | 84.00000 168.00| 95.00000 190.00| SIGN, SHEET, REMOVE | | | 0006 202-06541 3.000 EACH | 350.00000 1050.00| 95.00000 285.00| REMOVE POST | | | 0007 202-91922 5.000 EACH | 250.00000 1250.00| 280.00000 1400.00| STUMP, REMOVE | | | 0008 202-96133 60.000 LFT | 14.40000 864.00| 3.60000 216.00| PIPE, REMOVE | | | 0009 203-02000 2777.000 CYS | 7.10000 19716.70| 14.00000 38878.00| EXCAVATION, COMMON | | | 0010 203-02070 828.000 CYS | 14.75000 12213.00| 17.00000 14076.00| BORROW | | | 0011 203-93444 8100.000 TON | 8.00000 64800.00| 14.00000 113400.00| BACKFILL, ROCK | | | 0012 211-02050 50.000 CYS | 22.00000 1100.00| 20.00000 1000.00| B BORROW | | | 0013 214-07202 4300.000 SYS | 2.50000 10750.00| 2.40000 10320.00| GEOGRID, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,815.81 ROUTE : CALL ORDER : 291 CONTRACT ID : R -28612-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 303-01180 1612.000 TON | 26.00000 41912.00| 30.00000 48360.00| COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07489 20.000 TON | 122.00000 2440.00| 200.00000 4000.00| HMA PATCHING, TYPE A | | | 0016 306-08034 1900.000 SYS | 5.00000 9500.00| 4.00000 7600.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 402-07432 2552.000 TON | 44.00000 112288.00| 62.00000 158224.00| HMA SURFACE, TYPE A | | | 0018 402-07435 706.000 TON | 55.00000 38830.00| 52.00000 36712.00| HMA INTERMEDIATE, TYPE A | | | 0019 402-07440 20.000 TON | 100.00000 2000.00| 100.00000 2000.00| HMA BASE, TYPE A | | | 0020 402-07450 262.000 TON | 44.00000 11528.00| 52.00000 13624.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0021 406-05520 15.000 TON | 440.00000 6600.00| 0.01000 0.15| ASPHALT FOR TACK COAT | | | 0022 601-99105 100.000 LFT | 33.60000 3360.00| 32.00000 3200.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 603-04099 5.000 EACH | 367.50000 1837.50| 350.00000 1750.00| PIPE BOLLARD | | | 0024 615-06496 50.000 EACH | 60.90000 3045.00| 15.00000 750.00| PARKING BARRIER , RESET | | | 0025 621-01004 1.000 EACH | 210.00000 210.00| 200.00000 200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 2952.000 SYS | 0.79000 2332.08| 0.75000 2214.00| MULCHED SEEDING, R | | | 0027 621-06570 170.000 CYS | 51.50000 8755.00| 60.00000 10200.00| TOP SOIL | | | 0028 624-92647 3.000 ACRE | 735.00000 2205.00| 700.00000 2100.00| HERBICIDE TREATMENT | | | 0029 702-94656 97.000 CYS | 20.00000 1940.00| 60.00000 5820.00| CONCRETE, B | | | 0030 715-05149 25.000 LFT | 28.25000 706.25| 38.00000 950.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0031 715-05152 25.000 LFT | 33.50000 837.50| 40.00000 1000.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0032 715-05168 60.000 LFT | 24.40000 1464.00| 28.00000 1680.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 549,815.81 ROUTE : CALL ORDER : 291 CONTRACT ID : R -28612-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 715-05171 25.000 LFT | 33.50000 837.50| 40.00000 1000.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0034 715-46000 2.000 EACH | 382.00000 764.00| 250.00000 500.00| PIPE END SECTION, 12 IN. | | | 0035 715-46010 2.000 EACH | 400.00000 800.00| 300.00000 600.00| PIPE END SECTION, 18 IN. | | | 0036 720-45005 1.000 EACH | 1925.00000 1925.00| 1455.00000 1455.00| INLET, A2 | | | 0037 720-45400 1.000 EACH | 2485.00000 2485.00| 1540.00000 1540.00| MANHOLE, A4 | | | 0038 801-06775 LUMP | 35000.00000 35000.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0039 802-02475 1.000 EACH | 367.50000 367.50| 650.00000 650.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0040 808-06694 800.000 LFT | 0.55000 440.00| 0.60000 480.00| LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0041 808-06713 2400.000 LFT | 0.21000 504.00| 0.30000 720.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-75007 2000.000 LFT | 0.26000 520.00| 0.50000 1000.00| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0043 808-97222 10.000 EACH | 50.40000 504.00| 19.00000 190.00| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 495,911.53| $ 539,471.65| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 495,911.53| $ 539,471.65| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 602,000.00 ROUTE : SR 43 CALL ORDER : 311 CONTRACT ID : R -28705-A COUNTIES : TIPPECANOE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 05/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 94,000.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE TREE REMOVAL | | | 0001 105-06845 LUMP | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP | 4700.00000 4700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP | 55000.00000 55000.00| | CLEARING RIGHT OF WAY | | | 0004 801-06775 LUMP | 24300.00000 24300.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 94,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 94,000.00| $ 539,471.65| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,937,315.00 ROUTE : SR 101 CALL ORDER : 331 CONTRACT ID : RS-26402-A COUNTIES : FRANKLIN LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 1,488,883.58 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 1,574,754.70 105.7675% ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( ) |ROHE, PAUL H. COMPANY |O`MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4600.00000 4600.00| 7000.00000 7000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1400.00000 8400.00| 1000.00000 6000.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 24550.00000 24550.00| 79000.00000 79000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02272 150.000 LFT | 15.00000 2250.00| 20.00000 3000.00| PAVED SIDE DITCH, REMOVE | | | 0008 303-01180 1680.000 TON | 26.00000 43680.00| 22.00000 36960.00| COMPACTED AGGREGATE, NO. 53 , FOR | | | SHOULDER | | | 0009 304-07490 200.000 TON | 85.00000 17000.00| 100.00000 20000.00| HMA PATCHING, TYPE B | | | 0010 304-07493 1739.000 TON | 45.00000 78255.00| 50.00000 86950.00| WIDENING WITH HMA, TYPE B | | | 0011 306-08034 161140.000 SYS | 0.28000 45119.20| 0.50000 80570.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 280.000 SYS | 0.60000 168.00| 10.00000 2800.00| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,937,315.00 ROUTE : SR 101 CALL ORDER : 331 CONTRACT ID : RS-26402-A COUNTIES : FRANKLIN LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( ) |ROHE, PAUL H. COMPANY |O`MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08432 7180.000 SYS | 0.60000 4308.00| 1.00000 7180.00| MILLING, APPROACH | | | 0014 401-06264 LUMP | 1500.00000 1500.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0015 401-07321 13470.000 TON | 42.50000 572475.00| 40.00000 538800.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0016 401-07371 13470.000 TON | 38.50000 518595.00| 36.50000 491655.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0017 402-07451 250.000 TON | 60.00000 15000.00| 60.00000 15000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05520 92.000 TON | 170.00000 15640.00| 200.00000 18400.00| ASPHALT FOR TACK COAT | | | 0019 607-95754 545.000 LFT | 12.00000 6540.00| 8.00000 4360.00| PAVED SIDE DITCH, BREAK | | | 0020 610-07487 320.000 TON | 65.00000 20800.00| 80.00000 25600.00| HMA FOR APPROACHES, TYPE B | | | 0021 615-06525 1.000 EACH | 500.00000 500.00| 300.00000 300.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0022 616-02320 200.000 SYS | 5.70000 1140.00| 3.00000 600.00| GEOTEXTILES | | | 0023 616-06451 420.000 TON | 29.00000 12180.00| 30.00000 12600.00| RIPRAP, UNIFORM | | | 0024 621-06553 25.000 LBS | 30.00000 750.00| 100.00000 2500.00| SEED MIXTURE, R | | | 0025 621-06565 0.500 TON | 630.00000 315.00| 500.00000 250.00| MULCHING MATERIAL | | | 0026 715-05048 3300.000 LFT | 3.50000 11550.00| 4.00000 13200.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0027 715-05053 180.000 LFT | 20.00000 3600.00| 20.00000 3600.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0028 718-06529 9.000 EACH | 200.00000 1800.00| 450.00000 4050.00| OUTLET PROTECTOR, 2 | | | 0029 718-52610 219.000 CYS | 27.00000 5913.00| 38.50000 8431.50| AGGREGATE FOR UNDERDRAINS | | | 0030 801-06203 11060.000 LFT | 0.28000 3096.80| 0.50000 5530.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 5530.000 LFT | 0.60000 3318.00| 1.00000 5530.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,937,315.00 ROUTE : SR 101 CALL ORDER : 331 CONTRACT ID : RS-26402-A COUNTIES : FRANKLIN LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1357381 |( ) |ROHE, PAUL H. COMPANY |O`MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 801-06640 30.000 EACH | 130.00000 3900.00| 140.00000 4200.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP | 33340.00000 33340.00| 54000.00000 54000.00| MAINTAINING TRAFFIC | | | 0034 804-06770 9.000 EACH | 120.00000 1080.00| 200.00000 1800.00| DELINEATOR POST | | | 0035 808-06711 1412.000 LFT | 0.09000 127.08| 0.10000 141.20| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0036 808-06712 10310.000 LFT | 0.10000 1031.00| 0.10000 1031.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0037 808-06713 88870.000 LFT | 0.10000 8887.00| 0.10000 8887.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0038 808-06714 17400.000 LFT | 0.10000 1740.00| 0.10000 1740.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0039 808-75297 48.000 LFT | 10.00000 480.00| 12.00000 576.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75320 2.000 EACH | 150.00000 300.00| 200.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 1.000 EACH | 200.00000 200.00| 250.00000 250.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 808-75998 843.000 EACH | 17.50000 14752.50| 20.00000 16860.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,488,883.58| $ 1,574,754.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,488,883.58| $ 1,574,754.70| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 910,564.00 ROUTE : SR 44 CALL ORDER : 341 CONTRACT ID : RS-27550-A COUNTIES : RUSH LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 634,086.86 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 696,963.62 109.9161% 3 35-1357381 O`MARA, DAVE CONTRACTOR $ 697,839.42 110.0542% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 852,543.00 134.4521% ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1917625 |( 3 ) 35-1357381 |ROHE, PAUL H. COMPANY |MILESTONE CONTRACTORS, L.P. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3900.00000 3900.00| 1500.00000 1500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1000.00000 6000.00| 1300.00000 7800.00| 1000.00000 6000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 7420.00000 7420.00| 32000.00000 32000.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 1702.000 TON | 23.00000 39146.00| 12.50000 21275.00| 20.00000 34040.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0008 304-07490 100.000 TON | 100.00000 10000.00| 100.00000 10000.00| 125.00000 12500.00 HMA PATCHING, TYPE B | | | 0009 306-08042 128708.000 SYS | 0.25000 32177.00| 0.53000 68215.24| 0.50000 64354.00 MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 1200.000 SYS | 0.60000 720.00| 0.53000 636.00| 1.00000 1200.00 MILLING, TRANSITION | | | 0011 306-08432 7358.000 SYS | 0.50000 3679.00| 1.00000 7358.00| 1.25000 9197.50 MILLING, APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 910,564.00 ROUTE : SR 44 CALL ORDER : 341 CONTRACT ID : RS-27550-A COUNTIES : RUSH LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0844079 |( 2 ) 35-1917625 |( 3 ) 35-1357381 |ROHE, PAUL H. COMPANY |MILESTONE CONTRACTORS, L.P. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 401-06264 LUMP | 1800.00000 1800.00| 1200.00000 1200.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0013 401-07321 10579.000 TON | 41.15000 435325.85| 41.85000 442731.15| 40.00000 423160.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 406-05520 35.000 TON | 205.00000 7175.00| 200.00000 7000.00| 200.00000 7000.00 ASPHALT FOR TACK COAT | | | 0015 610-07487 684.000 TON | 62.00000 42408.00| 70.00000 47880.00| 70.00000 47880.00 HMA FOR APPROACHES, TYPE B | | | 0016 720-44000 1.000 EACH | 250.00000 250.00| 525.00000 525.00| 500.00000 500.00 CASTING, ADJUST TO GRADE | | | 0017 801-06207 2060.000 LFT | 0.60000 1236.00| 1.35000 2781.00| 1.00000 2060.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 22.000 EACH | 120.00000 2640.00| 129.00000 2838.00| 135.00000 2970.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 13500.00000 13500.00| 13300.00000 13300.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0020 805-02328 800.000 LFT | 0.20000 160.00| 0.50000 400.00| 0.40000 320.00 SIGNAL CABLE, 1C 14GA. | | | 0021 805-78795 200.000 LFT | 8.50000 1700.00| 10.00000 2000.00| 10.00000 2000.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06712 8276.000 LFT | 0.11000 910.36| 0.13000 1075.88| 0.12000 993.12 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 76192.000 LFT | 0.11000 8381.12| 0.13000 9904.96| 0.12000 9143.04 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 12323.000 LFT | 0.11000 1355.53| 0.13000 1601.99| 0.12000 1478.76 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75996 568.000 EACH | 7.50000 4260.00| 6.15000 3493.20| 10.00000 5680.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 568.000 EACH | 17.50000 9940.00| 20.15000 11445.20| 20.00000 11360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 634,086.86| $ 696,963.62| $ 697,839.42 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 634,086.86| $ 696,963.62| $ 697,839.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 910,564.00 ROUTE : SR 44 CALL ORDER : 341 CONTRACT ID : RS-27550-A COUNTIES : RUSH LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2400.00000 14400.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 21615.05000 21615.05| | MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 1702.000 TON | 25.00000 42550.00| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0008 304-07490 100.000 TON | 120.00000 12000.00| | HMA PATCHING, TYPE B | | | 0009 306-08042 128708.000 SYS | 0.70000 90095.60| | MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 1200.000 SYS | 2.00000 2400.00| | MILLING, TRANSITION | | | 0011 306-08432 7358.000 SYS | 1.70000 12508.60| | MILLING, APPROACH | | | 0012 401-06264 LUMP | 4800.00000 4800.00| | PROFILOGRAPH, HMA | | | 0013 401-07321 10579.000 TON | 48.75000 515726.25| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0014 406-05520 35.000 TON | 205.00000 7175.00| | ASPHALT FOR TACK COAT | | | 0015 610-07487 684.000 TON | 105.00000 71820.00| | HMA FOR APPROACHES, TYPE B | | | 0016 720-44000 1.000 EACH | 570.00000 570.00| | CASTING, ADJUST TO GRADE | | | 0017 801-06207 2060.000 LFT | 1.00000 2060.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 910,564.00 ROUTE : SR 44 CALL ORDER : 341 CONTRACT ID : RS-27550-A COUNTIES : RUSH LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06640 22.000 EACH | 125.00000 2750.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 19000.00000 19000.00| | MAINTAINING TRAFFIC | | | 0020 805-02328 800.000 LFT | 0.50000 400.00| | SIGNAL CABLE, 1C 14GA. | | | 0021 805-78795 200.000 LFT | 11.00000 2200.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06712 8276.000 LFT | 0.10000 827.60| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 76192.000 LFT | 0.10000 7619.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 12323.000 LFT | 0.10000 1232.30| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75996 568.000 EACH | 8.80000 4998.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 568.000 EACH | 19.00000 10792.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 852,543.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 852,543.00| $ 0.00| $ ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,202,229.00 ROUTE : SR 63 CALL ORDER : 361 CONTRACT ID : RS-28059-D COUNTIES : VERMILLION LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,294,328.62 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 3,646,226.55 110.6819% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1111003 |( ) |MILESTONE CONTRACTORS, L.P. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 115.00000 115.00| 150.00000 150.00| RADIO | | | 0003 105-07038 12.000 MOS | 2100.00000 25200.00| 2200.00000 26400.00| FIELD OFFICE, A | | | 0004 105-08520 2.000 EACH | 135.00000 270.00| 200.00000 400.00| CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 24.000 MOS | 135.00000 3240.00| 100.00000 2400.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 12.000 MOS | 115.00000 1380.00| 100.00000 1200.00| RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 164700.00000 164700.00| 166500.00000 166500.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 301-07448 100.000 TON | 80.00000 8000.00| 80.00000 8000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,202,229.00 ROUTE : SR 63 CALL ORDER : 361 CONTRACT ID : RS-28059-D COUNTIES : VERMILLION LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1111003 |( ) |MILESTONE CONTRACTORS, L.P. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07783 500.000 TON | 135.00000 67500.00| 185.00000 92500.00| HMA PATCHING, TYPE D | | | 0014 306-08034 383852.000 SYS | 1.26000 483653.52| 0.82000 314758.64| MILLING, ASPHALT, 1 1/2 IN. | | | 0015 306-08043 26100.000 SYS | 2.30000 60030.00| 4.20000 109620.00| MILLING, TRANSITION | | | 0016 401-06264 LUMP | 5500.00000 5500.00| 20900.00000 20900.00| PROFILOGRAPH, HMA | | | 0017 401-07329 31668.000 TON | 64.25000 2034669.00| 75.00000 2375100.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0018 406-05520 98.000 TON | 310.00000 30380.00| 300.00000 29400.00| ASPHALT FOR TACK COAT | | | 0019 610-07788 2208.000 TON | 94.00000 207552.00| 88.50000 195408.00| HMA FOR APPROACHES, TYPE D | | | 0020 615-06505 1.000 EACH | 900.00000 900.00| 900.00000 900.00| MONUMENT, B | | | 0021 615-06525 3.000 EACH | 800.00000 2400.00| 900.00000 2700.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0022 801-01093 6.000 EACH | 900.00000 5400.00| 1204.50000 7227.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0023 801-03290 10.000 EACH | 150.00000 1500.00| 45.00000 450.00| CONSTRUCTION SIGN, C | | | 0024 801-06207 12881.000 LFT | 1.30000 16745.30| 1.45000 18677.45| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 43.000 EACH | 170.00000 7310.00| 145.00000 6235.00| CONSTRUCTION SIGN, A | | | 0026 801-06710 100.000 DAY | 13.00000 1300.00| 15.00000 1500.00| FLASHING ARROW SIGN | | | 0027 801-06775 LUMP | 72600.00000 72600.00| 126131.00000 126131.00| MAINTAINING TRAFFIC | | | 0028 808-03002 150.000 LFT | 2.00000 300.00| 5.50000 825.00| LINE, EPOXY, BROKEN, WHITE, 4 IN. , FOR | | | CONCRETE STRUCTURE | | | 0029 808-03631 1500.000 LFT | 1.50000 2250.00| 5.50000 8250.00| LINE, EPOXY, SOLID, WHITE, 4 IN. , FOR | | | CONCRETE STRUCTURE | | | 0030 808-03632 1500.000 LFT | 1.50000 2250.00| 5.50000 8250.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. , FOR | | | CONCRETE STRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,202,229.00 ROUTE : SR 63 CALL ORDER : 361 CONTRACT ID : RS-28059-D COUNTIES : VERMILLION LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1111003 |( ) |MILESTONE CONTRACTORS, L.P. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-06702 12880.000 LFT | 0.31000 3992.80| 0.53000 6826.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0032 808-06703 128804.000 LFT | 0.25000 32201.00| 0.32000 41217.28| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0033 808-06716 3150.000 LFT | 0.80000 2520.00| 0.35000 1102.50| LINE, REMOVE , FOR CONCRETE STRUCTURE | | | 0034 808-75245 128804.000 LFT | 0.25000 32201.00| 0.32000 41217.28| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0035 808-75297 400.000 LFT | 3.25000 1300.00| 3.60000 1440.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75996 1990.000 EACH | 3.50000 6965.00| 6.30000 12537.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 3,294,328.62| $ 3,646,226.55| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,294,328.62| $ 3,646,226.55| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,103.00 ROUTE : 47 CALL ORDER : 371 CONTRACT ID : RS-28319-A COUNTIES : PARKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,044,680.19 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,113,173.00 106.5563% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 5400.00000 5400.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 80.00000 80.00| 90.00000 90.00| RADIO | | | 0004 105-08520 2.000 EACH | 80.00000 160.00| 90.00000 180.00| CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 5.000 MOS | 110.00000 550.00| 100.00000 500.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 5.000 MOS | 110.00000 550.00| 100.00000 500.00| RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 52200.00000 52200.00| 34363.40000 34363.40| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02241 126.000 LFT | 3.50000 441.00| 3.60000 453.60| GUARDRAIL, REMOVE | | | 0013 202-93741 9.000 EACH | 575.00000 5175.00| 205.00000 1845.00| GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,103.00 ROUTE : 47 CALL ORDER : 371 CONTRACT ID : RS-28319-A COUNTIES : PARKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 303-01180 875.000 TON | 42.00000 36750.00| 24.00000 21000.00| COMPACTED AGGREGATE, NO. 53 | | | 0015 303-07449 1513.000 TON | 8.00000 12104.00| 27.00000 40851.00| COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 925.000 TON | 83.00000 76775.00| 110.00000 101750.00| HMA PATCHING, TYPE B | | | 0017 306-08033 100801.000 SYS | 0.70000 70560.70| 0.85000 85680.85| MILLING, ASPHALT, 1 IN. | | | 0018 306-08043 293.000 SYS | 4.00000 1172.00| 4.00000 1172.00| MILLING, TRANSITION | | | 0019 306-08432 1973.000 SYS | 5.00000 9865.00| 4.00000 7892.00| MILLING, APPROACH | | | 0020 401-06264 LUMP | 2700.00000 2700.00| 6400.00000 6400.00| PROFILOGRAPH, HMA | | | 0021 401-07321 8458.000 TON | 45.50000 384839.00| 53.00000 448274.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 402-07451 100.000 TON | 57.00000 5700.00| 65.00000 6500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0023 404-05511 27523.000 SYS | 1.20000 33027.60| 1.40000 38532.20| SEAL COAT, 2 | | | 0024 406-05520 26.000 TON | 300.00000 7800.00| 205.00000 5330.00| ASPHALT FOR TACK COAT | | | 0025 601-01626 1.000 EACH | 1500.00000 1500.00| 1550.00000 1550.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-94689 9.000 EACH | 2750.00000 24750.00| 2250.00000 20250.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-95300 4.000 EACH | 88.00000 352.00| 85.00000 340.00| CONNECTOR, A S | | | 0028 601-99105 1256.000 LFT | 15.00000 18840.00| 15.50000 19468.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 601-99132 1.000 EACH | 65.00000 65.00| 68.00000 68.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0030 610-07487 491.000 TON | 87.00000 42717.00| 110.00000 54010.00| HMA FOR APPROACHES, TYPE B | | | 0031 612-04315 100.000 TON | 895.00000 89500.00| 893.00000 89300.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0032 612-05081 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,103.00 ROUTE : 47 CALL ORDER : 371 CONTRACT ID : RS-28319-A COUNTIES : PARKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 612-60410 1663.000 EACH | 8.00000 13304.00| 8.00000 13304.00| DRILLED HOLE FOR UNDERSEAL | | | 0034 801-01093 2.000 EACH | 950.00000 1900.00| 1350.00000 2700.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0035 801-03290 2.000 EACH | 135.00000 270.00| 200.00000 400.00| CONSTRUCTION SIGN, C | | | 0036 801-06203 4200.000 LFT | 0.30000 1260.00| 1.00000 4200.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 4200.000 LFT | 1.30000 5460.00| 1.00000 4200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 31.000 EACH | 110.00000 3410.00| 120.00000 3720.00| CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 61250.00000 61250.00| 27000.00000 27000.00| MAINTAINING TRAFFIC | | | 0040 808-03631 730.000 LFT | 2.75000 2007.50| 2.00000 1460.00| LINE, EPOXY, SOLID, WHITE, 4 IN. FOR | | | CONCRETE STRUCTURES | | | 0041 808-03632 730.000 LFT | 2.50000 1825.00| 2.00000 1460.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. FOR | | | CONCRETE STRUCTURES | | | 0042 808-06703 82075.000 LFT | 0.32000 26264.00| 0.27000 22160.25| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0043 808-06705 50.000 LFT | 1.60000 80.00| 2.60000 130.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0044 808-06716 1460.000 LFT | 0.40000 584.00| 1.30000 1898.00| LINE, REMOVE FOR CONCRETE STRUCTURES | | | 0045 808-75043 150.000 LFT | 1.25000 187.50| 2.10000 315.00| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0046 808-75240 5123.000 LFT | 0.35000 1793.05| 0.27000 1383.21| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0047 808-75245 59707.000 LFT | 0.32000 19106.24| 0.27000 16120.89| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0048 808-75297 400.000 LFT | 5.00000 2000.00| 4.20000 1680.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,112,103.00 ROUTE : 47 CALL ORDER : 371 CONTRACT ID : RS-28319-A COUNTIES : PARKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( ) |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-75996 1036.000 EACH | 5.60000 5801.60| 6.60000 6837.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 105-07038 5.000 MOS | 2300.00000 11500.00| 1900.00000 9500.00| FIELD OFFICE, A | | | SECTION TOTALS | $ 1,044,680.19| $ 1,113,173.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,044,680.19| $ 1,113,173.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,147.40 ROUTE : SR 39 CALL ORDER : 381 CONTRACT ID : RS-28355-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/22/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 898,964.25 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,120,996.61 124.6987% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2400.00000 2400.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1700.00000 8500.00| 1950.00000 9750.00| FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 108.00000 324.00| 125.00000 375.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 15.000 MOS | 108.00000 1620.00| 85.00000 1275.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 25600.00000 25600.00| 55500.00000 55500.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 1533.000 LFT | 2.08000 3188.64| 2.00000 3066.00| GUARDRAIL, REMOVE | | | 0011 202-02271 10.000 EACH | 660.00000 6600.00| 400.00000 4000.00| HEADWALL, REMOVE | | | 0012 202-93741 24.000 EACH | 370.33000 8887.92| 140.00000 3360.00| GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,147.40 ROUTE : SR 39 CALL ORDER : 381 CONTRACT ID : RS-28355-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02070 50.000 CYS | 63.00000 3150.00| 20.00000 1000.00| BORROW | | | 0014 203-02080 0.300 MILE | 12160.00000 3648.00| 12000.00000 3600.00| LINEAR GRADING | | | 0015 211-07454 100.000 CYS | 7.50000 750.00| 22.00000 2200.00| STRUCTURE BACKFILL | | | 0016 303-07449 1800.000 TON | 22.00000 39600.00| 20.00000 36000.00| COMPACTED AGGREGATE, NO. 73 | | | 0017 304-07491 1000.000 TON | 55.00000 55000.00| 100.00000 100000.00| HMA PATCHING, TYPE C | | | 0018 306-08033 85610.000 SYS | 0.35000 29963.50| 0.50000 42805.00| MILLING, ASPHALT, 1 IN. | | | 0019 306-08034 1081.000 SYS | 1.23000 1329.63| 0.60000 648.60| MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08037 10453.000 SYS | 1.14000 11916.42| 1.00000 10453.00| MILLING, ASPHALT, 3 IN. | | | 0021 306-08043 900.000 SYS | 2.72000 2448.00| 3.00000 2700.00| MILLING, TRANSITION | | | 0022 306-08432 7222.000 SYS | 1.52000 10977.44| 5.01000 36182.22| MILLING, APPROACH | | | 0023 401-06264 LUMP | 800.00000 800.00| 8000.00000 8000.00| PROFILOGRAPH, HMA | | | 0024 401-07328 7152.000 TON | 42.25000 302172.00| 49.00000 350448.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0025 401-07335 1012.000 TON | 51.10000 51713.20| 58.00000 58696.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0026 401-07404 1437.000 TON | 41.99000 60339.63| 41.00000 58917.00| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 m | | | 0027 406-05520 26.000 TON | 384.50000 9997.00| 0.01000 0.26| ASPHALT FOR TACK COAT | | | 0028 601-01522 4.000 EACH | 2142.40000 8569.60| 2060.00000 8240.00| GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-94689 25.000 EACH | 2392.00000 59800.00| 2300.00000 57500.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 1437.500 LFT | 16.07000 23100.63| 15.45000 22209.38| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 610-07488 300.000 TON | 60.00000 18000.00| 130.00000 39000.00| HMA FOR APPROACHES, TYPE C | | | 0033 615-06527 7.000 EACH | 681.20000 4768.40| 530.00000 3710.00| MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,147.40 ROUTE : SR 39 CALL ORDER : 381 CONTRACT ID : RS-28355-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 621-06574 100.000 SYS | 19.86000 1986.00| 19.10000 1910.00| SODDING | | | 0035 715-01354 250.000 LFT | 18.72000 4680.00| 18.00000 4500.00| CLEAN EXISTING PIPE | | | 0036 715-03475 1.000 EACH | 825.00000 825.00| 1400.00000 1400.00| SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0037 715-05119 235.000 LFT | 25.50000 5992.50| 50.00000 11750.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0038 715-46005 9.000 EACH | 725.00000 6525.00| 800.00000 7200.00| PIPE END SECTION, 15 IN. | | | 0039 720-45005 2.000 EACH | 1550.00000 3100.00| 2000.00000 4000.00| INLET, A2 | | | 0040 801-01093 4.000 EACH | 413.92000 1655.68| 398.00000 1592.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0041 801-06203 4055.000 LFT | 0.68000 2757.40| 0.23000 932.65| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 3635.000 LFT | 1.21000 4398.35| 2.00000 7270.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06640 28.000 EACH | 88.40000 2475.20| 85.00000 2380.00| CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP | 34300.00000 34300.00| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | 0045 801-09133 2.000 EACH | 2028.00000 4056.00| 1950.00000 3900.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0046 804-06771 100.000 EACH | 30.16000 3016.00| 29.00000 2900.00| DELINEATOR POST, FLEXIBLE | | | 0047 804-06771 9.000 EACH | 36.40000 327.60| 35.00000 315.00| DELINEATOR POST, FLEXIBLE , | | | NON-REFLECTIVE, GRAY | | | 0048 805-02389 600.000 LFT | 0.77000 462.00| 0.74000 444.00| SIGNAL CABLE, 2C/14 | | | 0049 805-02441 3200.000 LFT | 1.04000 3328.00| 1.00000 3200.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0050 805-78795 3200.000 LFT | 8.32000 26624.00| 8.00000 25600.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0051 805-92951 14.000 EACH | 145.60000 2038.40| 140.00000 1960.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,216,147.40 ROUTE : SR 39 CALL ORDER : 381 CONTRACT ID : RS-28355-A COUNTIES : LAPORTE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 808-06701 3260.000 LFT | 0.27000 880.20| 0.40000 1304.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0053 808-06703 39061.000 LFT | 0.27000 10546.47| 0.26000 10155.86| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0054 808-75043 600.000 LFT | 1.04000 624.00| 0.82000 492.00| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0055 808-75240 3000.000 LFT | 0.27000 810.00| 0.44000 1320.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0056 808-75245 18916.000 LFT | 0.27000 5107.32| 0.29000 5485.64| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0057 808-75260 600.000 LFT | 1.56000 936.00| 0.24000 144.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0058 808-75297 140.000 LFT | 3.64000 509.60| 5.30000 742.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75320 6.000 EACH | 67.60000 405.60| 56.00000 336.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0060 808-75325 6.000 EACH | 83.20000 499.20| 109.00000 654.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0061 808-75996 536.000 EACH | 3.80000 2036.80| 2.00000 1072.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 536.000 EACH | 18.72000 10033.92| 18.00000 9648.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 601-08434 5.000 EACH | 572.00000 2860.00| 550.00000 2750.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | SECTION TOTALS | $ 898,964.25| $ 1,120,996.61| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 898,964.25| $ 1,120,996.61| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,554,739.00 ROUTE : US 231 CALL ORDER : 391 CONTRACT ID : RS-28356-A COUNTIES : JASPER LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/19/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 2,047,556.97 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,403,736.03 117.3953% 3 35-1139301 E & B PAVING, INC. $ 2,511,207.92 122.6441% ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 1500.00000 1500.00| 9170.00000 9170.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2300.00000 13800.00| 3300.00000 19800.00| 3000.00000 18000.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 140.00000 420.00| 110.00000 330.00| 150.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 100.00000 1800.00| 110.00000 1980.00| 85.00000 1530.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 100000.00000 100000.00| 76000.00000 76000.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 1285.000 LFT | 2.40000 3084.00| 2.40000 3084.00| 2.00000 2570.00 GUARDRAIL, REMOVE | | | 0011 202-93741 8.000 EACH | 140.00000 1120.00| 140.00000 1120.00| 200.00000 1600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-96133 33.000 LFT | 25.00000 825.00| 34.00000 1122.00| 28.00000 924.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,554,739.00 ROUTE : US 231 CALL ORDER : 391 CONTRACT ID : RS-28356-A COUNTIES : JASPER LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02000 1200.000 CYS | 6.00000 7200.00| 4.00000 4800.00| 10.00000 12000.00 EXCAVATION, COMMON | | | 0014 203-02070 400.000 CYS | 14.00000 5600.00| 4.00000 1600.00| 25.00000 10000.00 BORROW | | | 0015 207-08265 22300.000 SYS | 4.25000 94775.00| 6.50000 144950.00| 4.00000 89200.00 SUBGRADE TREATMENT, TYPE IIA | | | 0016 211-07454 4500.000 CYS | 0.01000 45.00| 4.00000 18000.00| 16.00000 72000.00 STRUCTURE BACKFILL | | | 0017 303-07449 1530.000 TON | 12.00000 18360.00| 22.40000 34272.00| 33.00000 50490.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 355.000 TON | 100.00000 35500.00| 135.00000 47925.00| 100.00000 35500.00 HMA PATCHING, TYPE B | | | 0019 304-07492 10470.000 TON | 44.00000 460680.00| 56.00000 586320.00| 42.00000 439740.00 WIDENING WITH HMA, TYPE A | | | 0020 306-08033 88850.000 SYS | 0.45000 39982.50| 1.10000 97735.00| 0.30000 26655.00 MILLING, ASPHALT, 1 IN. | | | 0021 306-08043 560.000 SYS | 2.00000 1120.00| 18.00000 10080.00| 6.00000 3360.00 MILLING, TRANSITION | | | 0022 306-08432 7000.000 SYS | 1.75000 12250.00| 3.40000 23800.00| 1.00000 7000.00 MILLING, APPROACH | | | 0023 401-06264 LUMP | 3000.00000 3000.00| 8000.00000 8000.00| 11000.00000 11000.00 PROFILOGRAPH, HMA | | | 0024 401-07321 9220.000 TON | 44.00000 405680.00| 47.00000 433340.00| 45.00000 414900.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0025 401-07390 15340.000 TON | 37.75000 579085.00| 41.50000 636610.00| 38.00000 582920.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0026 406-05520 60.000 TON | 320.00000 19200.00| 230.00000 13800.00| 194.40000 11664.00 ASPHALT FOR TACK COAT | | | 0027 601-94689 10.000 EACH | 2571.92000 25719.20| 2300.00000 23000.00| 3000.00000 30000.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 1305.000 LFT | 15.70000 20488.50| 15.70000 20488.50| 13.00000 16965.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 611-08232 42.000 EACH | 50.00000 2100.00| 145.00000 6090.00| 130.00000 5460.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0031 615-06527 7.000 EACH | 525.00000 3675.00| 525.00000 3675.00| 350.00000 2450.00 MONUMENT, SECTION CORNER | | | 0032 616-02320 250.000 SYS | 1.00000 250.00| 2.50000 625.00| 4.35000 1087.50 GEOTEXTILES | | | 0033 616-06405 150.000 TON | 30.00000 4500.00| 34.00000 5100.00| 26.14000 3921.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,554,739.00 ROUTE : US 231 CALL ORDER : 391 CONTRACT ID : RS-28356-A COUNTIES : JASPER LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 621-06559 800.000 SYS | 1.04000 832.00| 1.04000 832.00| 1.04000 832.00 MULCHED SEEDING, R | | | 0035 621-06574 600.000 SYS | 6.15000 3690.00| 6.15000 3690.00| 6.15000 3690.00 SODDING | | | 0036 715-05123 1270.000 LFT | 45.00000 57150.00| 24.00000 30480.00| 50.00000 63500.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0037 715-46005 2.000 EACH | 500.00000 1000.00| 300.00000 600.00| 580.00000 1160.00 PIPE END SECTION, 15 IN. | | | 0038 715-46010 2.000 EACH | 525.00000 1050.00| 320.00000 640.00| 565.00000 1130.00 PIPE END SECTION, 18 IN. | | | 0039 715-46020 1.000 EACH | 550.00000 550.00| 365.00000 365.00| 800.00000 800.00 PIPE END SECTION, 24 IN. | | | 0040 720-45205 3.000 EACH | 1800.00000 5400.00| 2100.00000 6300.00| 1800.00000 5400.00 CATCH BASIN, A2 | | | 0041 801-06203 2450.000 LFT | 0.28000 686.00| 0.28000 686.00| 3.00000 7350.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 1300.000 LFT | 2.00000 2600.00| 2.50000 3250.00| 3.00000 3900.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06640 87.000 EACH | 78.00000 6786.00| 78.00000 6786.00| 149.00000 12963.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP | 34000.00000 34000.00| 22500.00000 22500.00| 321300.00000 321300.00 MAINTAINING TRAFFIC | | | 0045 804-06771 6.000 EACH | 44.50000 267.00| 30.00000 180.00| 30.00000 180.00 DELINEATOR POST, FLEXIBLE | | | 0046 808-06713 64914.000 LFT | 0.11000 7140.54| 0.10000 6491.40| 0.10000 6491.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06723 6.000 EACH | 52.00000 312.00| 52.00000 312.00| 60.00000 360.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0048 808-75205 3036.000 LFT | 0.28000 850.08| 0.28000 850.08| 0.28000 850.08 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0049 808-75240 7477.000 LFT | 0.42000 3140.34| 0.42000 3140.34| 0.28000 2093.56 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 8252.000 LFT | 0.28000 2310.56| 0.28000 2310.56| 0.28000 2310.56 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0051 808-75297 132.000 LFT | 5.95000 785.40| 5.95000 785.40| 5.00000 660.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 391 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,554,739.00 ROUTE : US 231 CALL ORDER : 391 CONTRACT ID : RS-28356-A COUNTIES : JASPER LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 808-75996 423.000 EACH | 4.00000 1692.00| 6.30000 2664.90| 9.34000 3950.82 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 497.000 EACH | 16.05000 7976.85| 16.05000 7976.85| 18.00000 8946.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0054 601-08434 3.000 EACH | 575.00000 1725.00| 575.00000 1725.00| 1200.00000 3600.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0055 621-01004 2.000 EACH | 425.00000 850.00| 425.00000 850.00| 425.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 610-07487 750.000 TON | 60.00000 45000.00| 90.00000 67500.00| 70.00000 52500.00 HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 2,047,556.97| $ 2,403,736.03| $ 2,511,207.92 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,047,556.97| $ 2,403,736.03| $ 2,511,207.92 ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,446,171.50 ROUTE : 135 CALL ORDER : 411 CONTRACT ID : RS-28471-A COUNTIES : HARRISON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,241,000.00 100.0000% ==================================================================================================================================== |( 1 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 12.000 MOS | 1450.00000 17400.00| | FIELD OFFICE, B | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 112000.00000 112000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1155.000 TON | 18.50000 21367.50| | COMPACTED AGGREGATE, NO. 53 | | | 0009 306-08042 368507.000 SYS | 0.18000 66331.26| | MILLING, SCARIFICATION/PROFILE | | | 0010 306-08043 960.000 SYS | 1.80000 1728.00| | MILLING, TRANSITION | | | 0011 306-08432 14740.000 SYS | 1.40000 20636.00| | MILLING, APPROACH | | | 0012 401-07320 14900.000 TON | 38.00000 566200.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0013 401-07328 23260.000 TON | 45.00000 1046700.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0015 406-05520 129.000 TON | 170.00000 21930.00| | ASPHALT FOR TACK COAT | | | 0016 503-03489 12.000 EACH | 27.00000 324.00| | RETROFITTED TIE BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,446,171.50 ROUTE : 135 CALL ORDER : 411 CONTRACT ID : RS-28471-A COUNTIES : HARRISON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 503-05240 50.000 LFT | 33.00000 1650.00| | D-1 CONTRACTION JOINT | | | 0018 506-06333 200.000 SYS | 138.00000 27600.00| | PCCP PATCHING, FULL DEPTH | | | 0020 720-44000 2.000 EACH | 375.00000 750.00| | CASTING, ADJUST TO GRADE | | | 0021 801-06203 19500.000 LFT | 0.25000 4875.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 25600.000 LFT | 1.00000 25600.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 54.000 EACH | 105.00000 5670.00| | CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP | 39520.44000 39520.44| | MAINTAINING TRAFFIC | | | 0025 805-78470 8670.000 LFT | 0.20000 1734.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0026 805-78510 870.000 LFT | 2.00000 1740.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0027 805-78795 2760.000 LFT | 7.25000 20010.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 805-92951 27.000 EACH | 250.00000 6750.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0029 807-98690 12.000 EACH | 250.00000 3000.00| | HANDHOLE ADJUSTED TO GRADE | | | 0031 808-06701 1600.000 LFT | 0.35000 560.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0032 808-06703 23000.000 LFT | 0.35000 8050.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0033 808-06705 1000.000 LFT | 0.80000 800.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0034 808-06712 17300.000 LFT | 0.10000 1730.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0035 808-06713 151700.000 LFT | 0.10000 15170.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 32400.000 LFT | 0.10000 3240.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-75215 860.000 LFT | 2.00000 1720.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,446,171.50 ROUTE : 135 CALL ORDER : 411 CONTRACT ID : RS-28471-A COUNTIES : HARRISON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 808-75240 700.000 LFT | 0.35000 245.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0039 808-75245 11800.000 LFT | 0.35000 4130.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 808-75297 580.000 LFT | 3.00000 1740.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0041 808-75320 48.000 EACH | 60.00000 2880.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0042 808-75325 16.000 EACH | 80.00000 1280.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0043 808-75996 1610.000 EACH | 3.60000 5796.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 1610.000 EACH | 16.00000 25760.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0045 808-92027 3000.000 LFT | 0.80000 2400.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0046 808-96016 650.000 LFT | 2.00000 1300.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0047 202-02279 30.000 LFT | 13.00000 390.00| | CURB AND GUTTER, REMOVE | | | 0048 202-02772 1.000 EACH | 200.00000 200.00| | CASTING, REMOVE | | | 0049 605-06140 47.000 LFT | 65.00000 3055.00| | CURB AND GUTTER, CONCRETE | | | 0050 720-45615 1.000 LFT | 1100.00000 1100.00| | STRUCTURE, INLET, RECONSTRUCT | | | 0051 306-08563 71240.000 SYS | 0.27000 19234.80| | MILLING ASPHALT, 1 1/4 IN. | | | 0052 105-06845 LUMP | 2700.00000 2700.00| | CONSTRUCTION ENGINEERING | | | 0053 402-07452 500.000 TON | 56.00000 28000.00| | HMA, TYPE C, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,446,171.50 ROUTE : 135 CALL ORDER : 411 CONTRACT ID : RS-28471-A COUNTIES : HARRISON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 610-07488 1225.000 TON | 60.00000 73500.00| | HMA FOR APPROACHES, TYPE C | | | 0055 304-07491 250.000 TON | 90.00000 22500.00| | HMA PATCHING, TYPE C | | | SECTION TOTALS | $ 2,241,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,241,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,305,881.80 ROUTE : I-90 CALL ORDER : 431 CONTRACT ID : RT-28525-A COUNTIES : VARIOUS LETTING DATE : 03/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 07/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 4,507,461.13 100.0000% 2 35-1120685 WALSH & KELLY INC $ 4,832,236.06 107.2053% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-04655 3.000 MOS | 234.17000 702.51| 450.00000 1350.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 63000.00000 63000.00| 240000.00000 240000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 304-07491 1000.000 TON | 53.00000 53000.00| 120.00000 120000.00| HMA PATCHING, TYPE C | | | 0007 306-08034 434134.000 SYS | 0.85000 369013.90| 1.65000 716321.10| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 306-08034 54335.000 SYS | 1.37000 74438.95| 2.00000 108670.00| MILLING, ASPHALT, 1 1/2 IN. , NON | | | MAINLINE | | | 0009 306-08041 78698.000 SYS | 1.25000 98372.50| 3.00000 236094.00| MILLING, PCCP | | | 0010 401-06264 LUMP | 7582.48000 7582.48| 20000.00000 20000.00| PROFILOGRAPH, HMA | | | 0011 401-07337 30967.000 TON | 81.82000 2533719.94| 65.00000 2012855.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | MAINLINE | | | 0012 401-07337 6190.000 TON | 94.11000 582540.90| 65.00000 402350.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | RAMPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,305,881.80 ROUTE : I-90 CALL ORDER : 431 CONTRACT ID : RT-28525-A COUNTIES : VARIOUS LETTING DATE : 03/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 402-05490 4850.000 TON | 52.25000 253412.50| 65.00000 315250.00| HMA SURFACE 9.5 mm, SHOULDER , TYPE C | | | 0014 402-07434 4791.000 TON | 52.76000 252773.16| 52.00000 249132.00| HMA SURFACE, TYPE C | | | 0015 406-05520 115.000 TON | 400.00000 46000.00| 300.00000 34500.00| ASPHALT FOR TACK COAT | | | 0016 606-07484 54912.000 LFT | 0.28000 15375.36| 0.30000 16473.60| MILLED HMA SHOULDER CORRUGATIONS | | | 0017 801-01093 4.000 EACH | 450.00000 1800.00| 450.00000 1800.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0018 801-06207 17340.000 LFT | 1.36000 23582.40| 2.35000 40749.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 32.000 EACH | 0.71000 22.72| 84.00000 2688.00| CONSTRUCTION SIGN, A | | | 0020 801-06710 50.000 DAY | 84.00000 4200.00| 15.00000 750.00| FLASHING ARROW SIGN | | | 0021 801-06775 LUMP | 20000.00000 20000.00| 205000.00000 205000.00| MAINTAINING TRAFFIC | | | 0022 801-09133 6.000 EACH | 2475.00000 14850.00| 2475.00000 14850.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0023 808-75007 156816.000 LFT | 0.16000 25090.56| 0.16000 25090.56| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0024 808-75015 10000.000 LFT | 0.31000 3100.00| 0.31000 3100.00| LINE, PAINT, SOLID, WHITE, 12 IN. | | | 0025 808-75047 84480.000 LFT | 0.18000 15206.40| 0.18000 15206.40| LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0026 808-75996 845.000 EACH | 4.61000 3895.45| 5.00000 4225.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 845.000 EACH | 28.00000 23660.00| 28.00000 23660.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0028 808-96075 42240.000 LFT | 0.41000 17318.40| 0.41000 17318.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0029 808-97323 3750.000 LFT | 1.28000 4800.00| 1.28000 4800.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 4,507,461.13| $ 4,832,236.06| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,507,461.13| $ 4,832,236.06| $ ==================================================================================================================================== ====================================================================================================================================