INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,777.57 ROUTE : 231 CALL ORDER : 130 CONTRACT ID : R -26854-B COUNTIES : PUTNAM LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-0918397 RIETH RILEY CONSTRUCTION $ 1,292,397.30 100.0000% ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 24000.00000 24000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 2425.00000 26675.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 69000.00000 69000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 4900.00000 4900.00| | CLEARING RIGHT OF WAY | | | 0009 202-02255 18.000 EACH | 775.00000 13950.00| | TREE, 460 mm, REMOVE | | | 0010 202-02271 3.000 EACH | 225.00000 675.00| | HEADWALL, REMOVE | | | 0011 202-03783 7.000 EACH | 325.00000 2275.00| | SIGN, PANEL, REMOVE | | | 0012 202-74035 39.000 EACH | 30.00000 1170.00| | SIGN, REMOVE | | | 0013 202-78515 LUMP | 550.00000 550.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,777.57 ROUTE : 231 CALL ORDER : 130 CONTRACT ID : R -26854-B COUNTIES : PUTNAM LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-91385 2.000 EACH | 950.00000 1900.00| | INLET, REMOVE | | | 0015 202-93047 1.000 EACH | 990.00000 990.00| | MANHOLE, REMOVE | | | 0016 202-96022 1.000 EACH | 5400.00000 5400.00| | CONCRETE FOUNDATION, REMOVE | | | 0017 202-96133 239.000 m | 59.00000 14101.00| | PIPE, REMOVE | | | 0018 203-02000 4564.000 m3 | 31.55000 143994.20| | EXCAVATION, COMMON | | | 0019 205-06931 7.000 Mg | 55.00000 385.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06932 345.000 m | 15.00000 5175.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06933 3.000 EACH | 100.00000 300.00| | TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06936 35.000 Mg | 55.00000 1925.00| | TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 285.000 m | 3.90000 1111.50| | TEMPORARY SILT FENCE | | | 0024 207-08268 6806.000 m2 | 18.75000 127612.50| | SUBGRADE TREATMENT, TYPE IV | | | 0025 211-07454 288.000 m3 | 25.00000 7200.00| | STRUCTURE BACKFILL | | | 0026 213-52830 14.000 m3 | 75.00000 1050.00| | FLOWABLE MORTAR | | | 0027 301-07448 2832.000 Mg | 22.50000 63720.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 303-07449 13.000 Mg | 44.00000 572.00| | COMPACTED AGGREGATE, NO. 73 | | | 0029 304-07494 345.000 Mg | 66.00000 22770.00| | WIDENING WITH HMA, TYPE C | | | 0030 306-08033 7478.000 m2 | 1.75000 13086.50| | MILLING, ASPHALT, 25 mm | | | 0031 306-08043 518.000 m2 | 4.00000 2072.00| | MILLING, TRANSITION | | | 0032 401-07320 346.000 Mg | 70.00000 24220.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0033 401-07334 938.000 Mg | 82.00000 76916.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,777.57 ROUTE : 231 CALL ORDER : 130 CONTRACT ID : R -26854-B COUNTIES : PUTNAM LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 401-07385 64.000 Mg | 82.00000 5248.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | 0035 401-07403 1387.000 Mg | 60.00000 83220.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07406 1038.000 Mg | 60.00000 62280.00| | QC/QA-HMA, 1, 64, BASE, 25.0 MM | | | 0037 401-07424 1122.000 Mg | 58.00000 65076.00| | QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0038 401-08333 416.000 Mg | 84.00000 34944.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0039 406-05520 6.000 Mg | 250.00000 1500.00| | ASPHALT FOR TACK COAT | | | 0040 601-03464 2.000 EACH | 34.00000 68.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0041 601-94689 1.000 EACH | 3000.00000 3000.00| | GUARDRAIL END TREATMENT, OS | | | 0042 601-97774 2.000 EACH | 1200.00000 2400.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 1 | | | 0043 601-97774 2.000 EACH | 1200.00000 2400.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 2 | | | 0044 601-99105 55.000 m | 40.00000 2200.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 605-06120 98.000 m | 98.00000 9604.00| | CURB, CONCRETE | | | 0046 605-06150 118.000 m | 95.00000 11210.00| | CURB AND GUTTER, C, CONCRETE | | | 0047 610-07486 112.000 Mg | 86.00000 9632.00| | HMA FOR APPROACHES, TYPE A | | | 0048 610-07487 39.000 Mg | 120.00000 4680.00| | HMA FOR APPROACHES, TYPE B | | | 0049 610-07712 83.000 m2 | 70.00000 5810.00| | PCCP FOR APPROACHES, 150 mm | | | 0050 611-06497 9.000 EACH | 150.00000 1350.00| | MAILBOX ASSEMBLY, SINGLE | | | 0051 611-06498 2.000 EACH | 175.00000 350.00| | MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,777.57 ROUTE : 231 CALL ORDER : 130 CONTRACT ID : R -26854-B COUNTIES : PUTNAM LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 615-06490 37.000 EACH | 150.00000 5550.00| | RIGHT OF WAY MARKER | | | 0053 616-02320 630.000 m2 | 2.81000 1770.30| | GEOTEXTILES | | | 0054 616-06405 473.000 Mg | 37.00000 17501.00| | RIPRAP, REVETMENT | | | 0055 621-01004 1.000 EACH | 550.00000 550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.000 Mg | 740.00000 740.00| | FERTILIZER | | | 0057 621-06554 165.000 kg | 6.50000 1072.50| | SEED MIXTURE, U | | | 0058 621-06565 5.000 Mg | 425.00000 2125.00| | MULCHING MATERIAL | | | 0059 621-06567 30.000 kL | 5.00000 150.00| | WATER | | | 0060 621-06574 1635.000 m2 | 3.35000 5477.25| | SODDING | | | 0061 703-51030 28.000 kg | 39.00000 1092.00| | REINFORCING STEEL FOR EAR CONSTRUCTION | | | 0062 715-05048 1523.000 m | 10.00000 15230.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0063 715-05119 18.000 m | 132.00000 2376.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0064 715-05121 32.000 m | 160.00000 5120.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0065 715-05151 134.000 m | 125.00000 16750.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05154 208.000 m | 130.00000 27040.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0067 715-05169 59.000 m | 170.00000 10030.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0068 715-05173 52.000 m | 190.00000 9880.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0069 715-46005 14.000 EACH | 300.00000 4200.00| | PIPE END SECTION, 375 mm | | | 0070 715-46010 2.000 EACH | 330.00000 660.00| | PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,777.57 ROUTE : 231 CALL ORDER : 130 CONTRACT ID : R -26854-B COUNTIES : PUTNAM LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-46020 11.000 EACH | 510.00000 5610.00| | PIPE END SECTION, 600 mm | | | 0072 715-91361 67.000 m | 47.00000 3149.00| | PIPE, PVC, 150 mm | | | 0073 718-06529 9.000 EACH | 600.00000 5400.00| | OUTLET PROTECTOR, 2 | | | 0074 718-52610 345.000 m3 | 39.00000 13455.00| | AGGREGATE FOR UNDERDRAINS | | | 0075 718-99153 3046.000 m2 | 1.90000 5787.40| | GEOTEXTILES FOR UNDERDRAIN | | | 0076 720-44000 6.000 EACH | 260.00000 1560.00| | CASTING, ADJUST TO GRADE | | | 0077 720-45030 1.000 EACH | 1550.00000 1550.00| | INLET, E7 | | | 0078 720-45035 3.000 EACH | 1575.00000 4725.00| | INLET, F7 | | | 0079 720-45045 3.000 EACH | 1825.00000 5475.00| | INLET, J10 | | | 0080 720-45410 2.000 EACH | 2450.00000 4900.00| | MANHOLE, C4 | | | 0081 720-45510 4.000 EACH | 2250.00000 9000.00| | MANHOLE, C4, MODIFIED | | | 0082 720-94157 1.000 EACH | 2300.00000 2300.00| | MANHOLE, C , MODIFIED WITH CASTING TYPE | | | 1 | | | 0083 801-04308 3.000 EACH | 210.00000 630.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0084 801-06203 8352.000 m | 0.80000 6681.60| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0085 801-06218 9.000 m | 38.00000 342.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0086 801-06605 8.000 EACH | 110.00000 880.00| | BARRICADE, IIIA | | | 0087 801-06625 17.000 EACH | 110.00000 1870.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0088 801-06640 29.000 EACH | 145.00000 4205.00| | CONSTRUCTION SIGN, A | | | 0089 801-06645 5.000 EACH | 55.00000 275.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,777.57 ROUTE : 231 CALL ORDER : 130 CONTRACT ID : R -26854-B COUNTIES : PUTNAM LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 801-06775 LUMP | 70200.00000 70200.00| | MAINTAINING TRAFFIC | | | 0091 802-04893 7.000 EACH | 110.00000 770.00| | REFERENCE POST | | | 0092 802-05701 123.000 m | 29.00000 3567.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0093 802-05702 4.000 m | 31.00000 124.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0094 802-07057 8.000 m2 | 400.00000 3200.00| | SIGN, PANEL, WITH LEGEND | | | 0095 802-76025 16.000 m2 | 140.00000 2240.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0096 802-76045 1.000 m2 | 200.00000 200.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0097 802-76095 412.000 kg | 5.00000 2060.00| | STRUCTURAL STEEL, BREAKAWAY | | | 0098 803-06031 2.000 m3 | 700.00000 1400.00| | SIGN FOUNDATIONS, CONCRETE | | | 0099 805-01816 2.000 EACH | 1600.00000 3200.00| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0100 805-78010 1.000 EACH | 1700.00000 1700.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0101 805-78190 4.000 EACH | 405.00000 1620.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0102 805-78195 4.000 EACH | 400.00000 1600.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0103 805-78415 1.000 EACH | 1800.00000 1800.00| | SPAN, CATENARY, AND TETHER | | | 0104 805-78420 1.000 EACH | 325.00000 325.00| | DISCONNECT HANGER | | | 0105 805-78445 1.000 EACH | 475.00000 475.00| | SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,308,777.57 ROUTE : 231 CALL ORDER : 130 CONTRACT ID : R -26854-B COUNTIES : PUTNAM LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 805-78467 15.000 m | 7.00000 105.00| | SIGNAL CABLE, 3C 8GA. | | | 0107 805-78480 80.000 m | 4.00000 320.00| | SIGNAL CABLE, 3C 14GA. | | | 0108 805-78485 20.000 m | 4.50000 90.00| | SIGNAL CABLE, 5C 14GA. | | | 0109 805-81032 2.000 EACH | 4000.00000 8000.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0110 808-06703 2349.000 m | 1.10000 2583.90| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0111 808-06705 112.000 m | 3.10000 347.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0112 808-06716 6344.000 m | 1.20000 7612.80| | LINE, REMOVE | | | 0113 808-75245 1554.000 m | 1.10000 1709.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0114 808-75297 28.000 m | 22.00000 616.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0115 808-75320 5.000 EACH | 210.00000 1050.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0116 808-75996 105.000 EACH | 4.65000 488.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0117 808-75998 105.000 EACH | 35.00000 3675.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0118 808-92027 480.000 m | 3.75000 1800.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0119 808-99176 79.000 m | 22.00000 1738.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 600 | | | mm | | | SECTION TOTALS | $ 1,292,397.30| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,292,397.30| $ | $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 134 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 1 CALL ORDER : 134 CONTRACT ID : R -26926-B COUNTIES : RANDOLPH LETTING DATE : 04/19/06 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. $ 7,805,583.20 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/30/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 17,981,848.24 100.0000% 2 35-1139301 E & B PAVING, INC. $ 20,053,417.80 111.5203% 3 99-9991843 BROOKS CONSTRUCTION/AJAX PAVING/JV $ 20,351,471.94 113.1779% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LANDSCAPING AT REST AREA | | | 0001 105-06845 LUMP | 126870.00000 126870.00| 142608.46000 142608.46| 200000.00000 200000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1850.00000 44400.00| 2094.57000 50269.68| 1446.00000 34704.00 FIELD OFFICE, B | | | 0003 108-01614 LUMP | 10700.00000 10700.00| 17716.00000 17716.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 894092.00000 894092.00| 1002670.89000 1002670.89| 1015000.00000 1015000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 357636.00000 357636.00| 401068.36000 401068.36| 405000.00000 405000.00 CLEARING RIGHT OF WAY | | | 0010 202-01502 30.000 EACH | 400.00000 12000.00| 225.24000 6757.20| 207.00000 6210.00 LIGHT STANDARD, REMOVE | | | 0011 202-02240 19455.000 m2 | 7.85000 152721.75| 9.28000 180542.40| 9.50000 184822.50 PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-03000 LUMP | 30000.00000 30000.00| 20000.00000 20000.00| 31000.00000 31000.00 HOUSES AND BUILDINGS, REMOVE , | | | NORTHBOUND REST AREA BUILDING | | | 0013 202-03000 LUMP | 30000.00000 30000.00| 20000.00000 20000.00| 28000.00000 28000.00 HOUSES AND BUILDINGS, REMOVE , | | | SOUTHBOUND REST AREA BUILDING | | | 0014 202-03783 12.000 EACH | 450.00000 5400.00| 357.00000 4284.00| 346.00000 4152.00 SIGN, PANEL, REMOVE | | | 0015 203-02000 134515.000 m3 | 8.15000 1096297.25| 8.15000 1096297.25| 6.50000 874347.50 EXCAVATION, COMMON | | | 0016 203-02070 107880.000 m3 | 4.00000 431520.00| 5.00000 539400.00| 8.20000 884616.00 BORROW | | | 0017 205-06931 930.000 Mg | 37.00000 34410.00| 37.00000 34410.00| 30.00000 27900.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06934 82.000 Mg | 398.00000 32636.00| 402.90000 33037.80| 490.00000 40180.00 TEMPORARY MULCHING | | | 0019 205-06936 790.000 Mg | 37.00000 29230.00| 37.00000 29230.00| 30.00000 23700.00 TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 2416.000 m | 4.53000 10944.48| 3.67000 8866.72| 3.60000 8697.60 TEMPORARY SILT FENCE | | | 0021 207-08263 106530.000 m2 | 5.05000 537976.50| 4.72000 502821.60| 4.15000 442099.50 SUBGRADE TREATMENT, TYPE IA | | | 0022 210-05758 LUMP | 53500.00000 53500.00| 63960.00000 63960.00| 43300.00000 43300.00 BUILDING , SHELTER, NORTHBOUND | | | 0023 210-05758 LUMP | 53500.00000 53500.00| 63960.00000 63960.00| 43300.00000 43300.00 BUILDING , SHELTER, SOUTHBOUND | | | 0024 210-05758 LUMP | 119200.00000 119200.00| 242760.00000 242760.00| 215800.00000 215800.00 BUILDING , WWTP OPERATION, LAB | | | 0027 210-08541 LUMP | 728000.00000 728000.00| 1169040.00000 1169040.00| 926400.00000 926400.00 WASTEWATER TREATMENT PLANT | | | 0028 210-08541 LUMP | 57035.57000 57035.57| 35000.00000 35000.00| 30000.00000 30000.00 WASTEWATER TREATMENT PLANT, EXISTING, | | | REMOVE | | | 0029 210-08542 LUMP | 284900.00000 284900.00| 431460.00000 431460.00| 384200.00000 384200.00 WATER TREATMENT SYSTEM, NORTHBOUND | | | 0030 210-08542 LUMP | 284900.00000 284900.00| 431460.00000 431460.00| 384200.00000 384200.00 WATER TREATMENT SYSTEM, SOUTHBOUND | | | 0031 210-97671 30.000 EACH | 935.50000 28065.00| 1480.65000 44419.50| 1364.00000 40920.00 PICNIC TABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 211-07454 1890.000 m3 | 27.60000 52164.00| 40.00000 75600.00| 28.00000 52920.00 STRUCTURE BACKFILL | | | 0033 301-07448 32000.000 Mg | 17.64000 564480.00| 5.00000 160000.00| 0.01000 320.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 303-01180 12190.000 Mg | 17.65000 215153.50| 17.91000 218322.90| 20.00000 243800.00 COMPACTED AGGREGATE, NO. 53 | | | 0035 304-06464 17590.000 m3 | 46.90000 824971.00| 37.91000 666836.90| 38.55000 678094.50 SUBBASE FOR PCCP | | | 0036 306-08033 13580.000 m2 | 1.60000 21728.00| 1.60000 21728.00| 1.17000 15888.60 MILLING, ASPHALT, 25 mm | | | 0037 307-05402 150.000 m2 | 46.25000 6937.50| 55.00000 8250.00| 141.00000 21150.00 CEMENT CONCRETE FOR PADS, 125 mm | | | 0038 401-07337 2260.000 Mg | 88.00000 198880.00| 88.00000 198880.00| 80.00000 180800.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0039 401-07405 2435.000 Mg | 57.00000 138795.00| 57.00000 138795.00| 50.00000 121750.00 QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 MM | | | 0040 401-07410 9142.000 Mg | 47.00000 429674.00| 47.00000 429674.00| 48.00000 438816.00 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0041 401-08338 1555.000 Mg | 68.00000 105740.00| 68.00000 105740.00| 54.00000 83970.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | | mm | | | 0042 402-05494 92.000 m | 1.00000 92.00| 1.00000 92.00| 23.00000 2116.00 HMA RUMBLE STRIPS | | | 0043 402-07432 760.000 Mg | 80.00000 60800.00| 80.00000 60800.00| 60.00000 45600.00 HMA SURFACE, TYPE A | | | 0044 402-07440 2260.000 Mg | 50.00000 113000.00| 50.00000 113000.00| 46.00000 103960.00 HMA BASE, TYPE A | | | 0045 406-05520 23.000 Mg | 100.00000 2300.00| 100.00000 2300.00| 275.00000 6325.00 ASPHALT FOR TACK COAT | | | 0046 501-06321 12454.000 m2 | 32.50000 404755.00| 41.69000 519207.26| 53.20000 662552.80 QC/QA-PCCP, 250 mm | | | 0047 501-06325 59475.000 m2 | 37.50000 2230312.50| 41.69000 2479512.75| 59.60000 3544710.00 QC/QA-PCCP, 350 mm | | | 0048 503-05240 12323.000 m | 26.00000 320398.00| 28.13000 346645.99| 32.05000 394952.15 D-1 CONTRACTION JOINT | | | 0050 603-04847 1.000 EACH | 1300.00000 1300.00| 1326.00000 1326.00| 1300.00000 1300.00 FENCE GATE , CHAIN LINK, 1820 mm X 7.3 | | | 0051 603-06040 1017.000 m | 13.40000 13627.80| 13.67000 13902.39| 13.40000 13627.80 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 603-06045 1200.000 m | 29.60000 35520.00| 30.19000 36228.00| 29.60000 35520.00 FENCE, CHAIN LINK, 1220 mm | | | 0053 603-92636 3136.000 m | 40.80000 127948.80| 41.62000 130520.32| 40.80000 127948.80 FENCE, CHAIN LINK, 1830 mm | | | 0054 604-01527 832.000 m2 | 160.75000 133744.00| 79.56000 66193.92| 107.00000 89024.00 PAVERS, BRICK | | | 0055 604-91404 2900.000 m2 | 44.45000 128905.00| 55.00000 159500.00| 50.00000 145000.00 SIDEWALK, CONCRETE, 125 mm | | | 0056 604-91404 1260.000 m2 | 45.50000 57330.00| 55.00000 69300.00| 56.00000 70560.00 SIDEWALK, CONCRETE, 125 mm , MODIFIED | | | 0057 605-06090 916.000 m | 21.50000 19694.00| 46.03000 42163.48| 40.00000 36640.00 CURB, INTEGRAL, CONCRETE | | | 0058 605-06100 969.000 m | 25.75000 24951.75| 37.64000 36473.16| 40.00000 38760.00 CURB, INTEGRAL, C, CONCRETE | | | 0059 606-07484 4530.000 m | 1.97000 8924.10| 1.01000 4575.30| 12.00000 54360.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0060 610-07486 108.000 Mg | 100.00000 10800.00| 100.00000 10800.00| 80.00000 8640.00 HMA FOR APPROACHES, TYPE A | | | 0061 611-03668 8.000 EACH | 498.46000 3987.68| 510.00000 4080.00| 465.00000 3720.00 URN , ASH | | | 0062 611-03671 50.000 EACH | 815.46000 40773.00| 918.00000 45900.00| 818.00000 40900.00 TRASH RECEPTACLE | | | 0063 616-02320 304.000 m2 | 3.00000 912.00| 3.00000 912.00| 2.60000 790.40 GEOTEXTILES | | | 0064 616-06406 304.000 m2 | 37.00000 11248.00| 37.00000 11248.00| 33.00000 10032.00 RIPRAP, REVETMENT | | | 0065 621-01004 4.000 EACH | 475.00000 1900.00| 484.50000 1938.00| 400.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0066 621-02318 155.000 kg | 291.50000 45182.50| 249.90000 38734.50| 170.00000 26350.00 SEED MIXTURE, PRAIRIE GRASS | | | 0067 621-02770 101545.000 m2 | 1.16000 117792.20| 1.18000 119823.10| 1.10000 111699.50 EROSION CONTROL BLANKET | | | 0068 621-04258 765.000 kg | 312.10000 238756.50| 277.44000 212241.60| 120.00000 91800.00 SEED MIXTURE , SHORT PRAIRIE MIX | | | 0069 621-04258 295.000 kg | 243.65000 71876.75| 234.60000 69207.00| 120.00000 35400.00 SEED MIXTURE , TALL PRAIRIE | | | 0070 621-06553 950.000 kg | 5.95000 5652.50| 6.07000 5766.50| 4.75000 4512.50 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 621-06557 2390.000 kg | 4.35000 10396.50| 4.44000 10611.60| 4.75000 11352.50 SEED MIXTURE, T | | | 0072 621-06567 186.000 kL | 2.50000 465.00| 2.55000 474.30| 5.00000 930.00 WATER | | | 0073 621-06575 10276.000 m2 | 5.30000 54462.80| 5.36000 55079.36| 5.00000 51380.00 SODDING, NURSERY | | | 0074 621-08538 10.000 m3 | 63.00000 630.00| 64.26000 642.60| 45.00000 450.00 MULCH , SHREDDED, CYPRESS | | | 0075 621-08539 180.000 m | 3.25000 585.00| 3.32000 597.60| 3.25000 585.00 HOSE , GARDEN, INDUSTRIAL STYLE, 18 mm | | | 0076 621-08539 360.000 m | 3.25000 1170.00| 3.32000 1195.20| 3.25000 1170.00 HOSE , SOAKER, INDUSTRIAL STYLE, 18 mm | | | 0077 621-98038 102.000 m3 | 86.00000 8772.00| 87.72000 8947.44| 40.00000 4080.00 MULCH, HARDWOOD SHREDDED BARK | | | 0078 622-01937 179.000 EACH | 14.25000 2550.75| 14.54000 2602.66| 14.00000 2506.00 PLANT , ORNAMENTAL GRASS, 450 mm TO 600 | | | MM | | | 0079 622-05605 8720.000 EACH | 3.10000 27032.00| 3.16000 27555.20| 3.50000 30520.00 PLANT, ANNUAL | | | 0080 622-05617 196.000 EACH | 119.00000 23324.00| 121.38000 23790.48| 100.00000 19600.00 PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 600 mm | | | 0081 622-05626 460.000 EACH | 304.00000 139840.00| 310.08000 142636.80| 350.00000 161000.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0082 622-05631 24.000 EACH | 78.00000 1872.00| 79.56000 1909.44| 70.00000 1680.00 PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 600 TO 900 mm | | | 0083 622-05639 431.000 EACH | 56.85000 24502.35| 57.99000 24993.69| 60.00000 25860.00 PLANT, DECIDUOUS SHRUB, OVER 450 TO 600 | | | mm | | | 0084 622-05641 321.000 EACH | 73.50000 23593.50| 74.97000 24065.37| 65.00000 20865.00 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0085 622-05645 68.000 EACH | 165.00000 11220.00| 168.30000 11444.40| 300.00000 20400.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0086 622-05649 24.000 EACH | 252.00000 6048.00| 257.04000 6168.96| 370.00000 8880.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 622-05650 176.000 EACH | 350.00000 61600.00| 357.00000 62832.00| 420.00000 73920.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0088 622-05654 2715.000 EACH | 10.05000 27285.75| 10.20000 27693.00| 14.00000 38010.00 PLANT, PERENNIAL | | | 0089 622-52436 200.000 EACH | 25.00000 5000.00| 22.44000 4488.00| 22.00000 4400.00 SIGN, DO NOT MOW OR SPRAY | | | 0090 707-99085 2.000 EACH | 1900.00000 3800.00| 4080.00000 8160.00| 1970.00000 3940.00 FLAG POLE | | | 0091 711-92184 LUMP | 1225000.00000 1225000.00| 1422900.00000 1422900.00| 1177500.00000 1177500.00 BUILDING, REST AREA , NORTHBOUND | | | 0092 711-92184 LUMP | 1225000.00000 1225000.00| 1422900.00000 1422900.00| 1177500.00000 1177500.00 BUILDING, REST AREA , SOUTHBOUND | | | 0093 711-98751 LUMP | 85000.00000 85000.00| 91800.00000 91800.00| 81600.00000 81600.00 BUILDING, MECHANICAL , NORTHBOUND | | | 0094 711-98751 LUMP | 80500.00000 80500.00| 91800.00000 91800.00| 81600.00000 81600.00 BUILDING, MECHANICAL , SOUTHBOUND | | | 0095 712-03812 32.000 EACH | 1060.00000 33920.00| 1115.63000 35700.16| 996.88000 31900.16 BENCH | | | 0096 715-03025 5.000 EACH | 1905.00000 9525.00| 3000.00000 15000.00| 1950.00000 9750.00 SANITARY MANHOLE | | | 0097 715-04618 1.000 EACH | 1250.00000 1250.00| 1900.00000 1900.00| 1500.00000 1500.00 SAFETY METAL END SECTION, 6:1, 750 mm | | | 0098 715-05048 11680.000 m | 8.00000 93440.00| 10.00000 116800.00| 9.00000 105120.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0099 715-05053 1406.000 m | 30.00000 42180.00| 30.00000 42180.00| 50.00000 70300.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0100 715-05087 LUMP | 85000.00000 85000.00| 80580.00000 80580.00| 71700.00000 71700.00 MAINTENANCE BUILDING, NORTHBOUND | | | 0101 715-05087 LUMP | 85000.00000 85000.00| 80580.00000 80580.00| 71700.00000 71700.00 MAINTENANCE BUILDING, SOUTHBOUND | | | 0102 715-05119 199.000 m | 106.66000 21225.34| 140.00000 27860.00| 95.00000 18905.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0103 715-05121 80.000 m | 129.62000 10369.60| 142.00000 11360.00| 105.00000 8400.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0104 715-05125 115.000 m | 195.26000 22454.90| 218.00000 25070.00| 225.00000 25875.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0105 715-05149 436.000 m | 98.77000 43063.72| 125.00000 54500.00| 85.00000 37060.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 715-05151 362.000 m | 106.66000 38610.92| 132.00000 47784.00| 95.00000 34390.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0107 715-05154 475.000 m | 159.76000 75886.00| 193.00000 91675.00| 130.00000 61750.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0108 715-05156 92.000 m | 204.95000 18855.40| 230.00000 21160.00| 190.00000 17480.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0109 715-05408 585.000 m | 68.00000 39780.00| 97.00000 56745.00| 111.00000 64935.00 PIPE, SANITARY SEWER, 200 mm | | | 0110 715-05711 140.000 m | 49.46000 6924.40| 90.00000 12600.00| 102.00000 14280.00 PIPE, SANITARY SEWER, 150 mm | | | 0111 715-06814 200.000 m | 58.73000 11746.00| 82.00000 16400.00| 90.00000 18000.00 PIPE, SANITARY SEWER, 100 mm , FORCEMAI | | | 0112 715-07073 400.000 m | 32.32000 12928.00| 83.00000 33200.00| 65.00000 26000.00 WATER LINE , 75 mm | | | 0113 715-08048 2.000 EACH | 8000.00000 16000.00| 13000.00000 26000.00| 22500.00000 45000.00 STORMWATER TREATMENT SYSTEM | | | 0114 715-46000 1.000 EACH | 135.00000 135.00| 275.00000 275.00| 540.00000 540.00 PIPE END SECTION, 300 mm | | | 0115 715-46005 12.000 EACH | 159.00000 1908.00| 286.00000 3432.00| 600.00000 7200.00 PIPE END SECTION, 375 mm | | | 0116 715-46010 4.000 EACH | 190.00000 760.00| 310.00000 1240.00| 650.00000 2600.00 PIPE END SECTION, 450 mm | | | 0117 715-46020 7.000 EACH | 295.00000 2065.00| 375.00000 2625.00| 910.00000 6370.00 PIPE END SECTION, 600 mm | | | 0118 715-46030 3.000 EACH | 500.00000 1500.00| 680.00000 2040.00| 1285.00000 3855.00 PIPE END SECTION, 750 mm | | | 0119 715-98265 200.000 m | 63.32000 12664.00| 68.00000 13600.00| 85.00000 17000.00 WATER MAIN, DUCTILE IRON, 100 mm | | | 0120 716-07630 120.000 m | 462.00000 55440.00| 354.93000 42591.60| 410.00000 49200.00 PIPE INSTALLATION, TRENCHLESS, 300 mm , | | | STEEL CASING PIPE | | | 0121 718-06529 50.000 EACH | 540.00000 27000.00| 560.00000 28000.00| 325.00000 16250.00 OUTLET PROTECTOR, 2 | | | 0122 718-06532 2000.000 m | 2.50000 5000.00| 2.19000 4380.00| 2.15000 4300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0123 718-52610 2450.000 m3 | 40.00000 98000.00| 49.00000 120050.00| 37.00000 90650.00 AGGREGATE FOR UNDERDRAINS | | | 0124 718-99153 26065.000 m2 | 1.15000 29974.75| 1.40000 36491.00| 1.00000 26065.00 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 719-03975 LUMP | 170000.00000 170000.00| 229500.00000 229500.00| 204800.00000 204800.00 BUILDING PLUMBING , NORTHBOUND | | | 0126 719-03975 LUMP | 150000.00000 150000.00| 229500.00000 229500.00| 204800.00000 204800.00 BUILDING PLUMBING , SOUTHBOUND | | | 0127 720-03194 2.000 EACH | 3100.00000 6200.00| 5500.00000 11000.00| 2500.00000 5000.00 MANHOLE , C, MODIFIED 735 mm PIPE CATCH | | | 0128 720-45265 4.000 EACH | 800.00000 3200.00| 1400.00000 5600.00| 1085.00000 4340.00 PIPE CATCH BASIN, 375 mm | | | 0129 720-45410 13.000 EACH | 1665.00000 21645.00| 3200.00000 41600.00| 1900.00000 24700.00 MANHOLE, C4 | | | 0130 720-95422 8.000 EACH | 2985.00000 23880.00| 5200.00000 41600.00| 3700.00000 29600.00 MANHOLE, J4 | | | 0131 720-96554 14.000 EACH | 1660.00000 23240.00| 2300.00000 32200.00| 2000.00000 28000.00 INLET, M13, MODIFIED | | | 0132 732-03942 12.000 EACH | 100.00000 1200.00| 1125.00000 13500.00| 1125.00000 13500.00 HYDRANT , YARD HOSE BIB | | | 0133 801-01093 4.000 EACH | 4500.00000 18000.00| 4590.00000 18360.00| 4500.00000 18000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0134 801-06207 28586.000 m | 3.30000 94333.80| 3.37000 96334.82| 3.30000 94333.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0135 801-06640 35.000 EACH | 350.00000 12250.00| 357.00000 12495.00| 350.00000 12250.00 CONSTRUCTION SIGN, A | | | 0136 801-06710 360.000 DAY | 20.00000 7200.00| 20.40000 7344.00| 20.00000 7200.00 FLASHING ARROW SIGN | | | 0137 801-06775 LUMP | 16689.00000 16689.00| 10050.67000 10050.67| 149630.00000 149630.00 MAINTAINING TRAFFIC | | | 0138 801-07118 9.000 m | 165.00000 1485.00| 168.30000 1514.70| 165.00000 1485.00 BARRICADE, III-A | | | 0139 802-05701 148.000 m | 40.00000 5920.00| 48.30000 7148.40| 51.00000 7548.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-05702 90.000 m | 32.00000 2880.00| 41.87000 3768.30| 44.00000 3960.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0141 802-07137 10.000 EACH | 475.00000 4750.00| 370.75000 3707.50| 284.00000 2840.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0142 802-07151 14.000 EACH | 475.00000 6650.00| 370.75000 5190.50| 284.00000 3976.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0143 802-76015 83.000 m2 | 225.00000 18675.00| 198.81000 16501.23| 212.00000 17596.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0144 802-76025 12.000 m2 | 85.00000 1020.00| 179.68000 2156.16| 156.00000 1872.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0145 802-76035 58.000 m2 | 100.00000 5800.00| 185.79000 10775.82| 161.00000 9338.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0146 802-76095 2203.000 kg | 7.40000 16302.20| 4.09000 9010.27| 5.20000 11455.60 STRUCTURAL STEEL, BREAKAWAY | | | 0147 804-06725 203.000 EACH | 19.00000 3857.00| 19.38000 3934.14| 19.00000 3857.00 DELINEATOR WITH POST, D1, 75 mm | | | 0148 805-06592 250.000 m | 25.00000 6250.00| 38.81000 9702.50| 56.00000 14000.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0149 807-02191 4.000 EACH | 600.00000 2400.00| 590.09000 2360.36| 610.00000 2440.00 HANDHOLE, LIGHTING | | | 0150 807-03694 LUMP | 146600.00000 146600.00| 411775.41000 411775.41| 468400.00000 468400.00 BUILDING ELECTRICAL , NORTHBOUND | | | 0151 807-03694 LUMP | 133000.00000 133000.00| 411775.41000 411775.41| 468400.00000 468400.00 BUILDING ELECTRICAL , SOUTHBOUND | | | 0152 807-03714 2.000 EACH | 150.00000 300.00| 779.62000 1559.24| 331.00000 662.00 CONCRETE FOUNDATION WITH GROUNDING, 300 | | | mm DIA. BY 1220 mm | | | 0153 807-04112 1775.000 m | 0.50000 887.50| 1.25000 2218.75| 0.82000 1455.50 WIRE, XHHW, NO. 10 | | | 0154 807-04309 1.000 EACH | 2000.00000 2000.00| 2595.92000 2595.92| 2110.00000 2110.00 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0155 807-04653 32.000 EACH | 600.00000 19200.00| 779.62000 24947.84| 890.00000 28480.00 LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, | | | 0156 807-04866 2.000 EACH | 300.00000 600.00| 1377.47000 2754.94| 267.00000 534.00 LUMINAIRE , FLAGPOLE, METAL HALIDE, ON | | | BASE, | | | 0157 807-06935 8.000 EACH | 40.00000 320.00| 37.13000 297.04| 16.50000 132.00 INSULATION LINK, WATERPROOFED | | | 0158 807-07580 4560.000 m | 18.04000 82262.40| 19.19000 87506.40| 18.70000 85272.00 WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 807-82440 4.000 EACH | 20000.00000 80000.00| 20196.70000 80786.80| 20800.00000 83200.00 LIGHT POLE, HIGH MAST, 40 m E.M.H. | | | 0160 807-84814 32.000 EACH | 1600.00000 51200.00| 1221.78000 39096.96| 1240.00000 39680.00 LIGHT POLE, 12.8 m E.M.H., 4.6 m MAST | | | ARM, TRANSFORMER BASE | | | 0161 807-86620 32.000 EACH | 250.00000 8000.00| 251.44000 8046.08| 180.00000 5760.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0162 807-86665 24.000 EACH | 450.00000 10800.00| 554.38000 13305.12| 530.00000 12720.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0163 807-86810 2.000 EACH | 3000.00000 6000.00| 7358.25000 14716.50| 5500.00000 11000.00 SERVICE POINT, II | | | 0164 807-86830 4.000 EACH | 4500.00000 18000.00| 6500.17000 26000.68| 7200.00000 28800.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0165 807-86910 32.000 EACH | 30.00000 960.00| 47.23000 1511.36| 32.00000 1024.00 CONNECTOR KIT, UNFUSED | | | 0166 807-86915 32.000 EACH | 35.00000 1120.00| 47.23000 1511.36| 33.00000 1056.00 CONNECTOR KIT, FUSED | | | 0167 807-86920 78.000 EACH | 20.00000 1560.00| 30.51000 2379.78| 16.60000 1294.80 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0168 807-86925 8.000 EACH | 30.00000 240.00| 37.13000 297.04| 21.00000 168.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0169 807-86930 64.000 EACH | 10.00000 640.00| 30.51000 1952.64| 15.10000 966.40 INSULATION LINK, NONWATERPROOFED | | | 0170 807-86950 36.000 EACH | 35.00000 1260.00| 37.13000 1336.68| 22.00000 792.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0171 807-86955 10.000 EACH | 125.00000 1250.00| 115.26000 1152.60| 154.00000 1540.00 CABLE DUCT MARKER | | | 0172 808-03631 12563.000 m | 1.29000 16206.27| 1.32000 16583.16| 1.29000 16206.27 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0173 808-03632 3205.000 m | 1.29000 4134.45| 1.32000 4230.60| 1.29000 4134.45 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0174 808-05534 1443.000 m | 1.83000 2640.69| 1.87000 2698.41| 1.83000 2640.69 LINE, EPOXY, SOLID, WHITE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 140 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,213,334 ROUTE : I-69 CALL ORDER : 140 CONTRACT ID : R -27263-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991843 |PRIMCO, INC. |E & B PAVING, INC. |BROOKS CONSTRUCTION/AJAX PAVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 808-06194 444.000 m | 9.19000 4080.36| 9.37000 4160.28| 9.19000 4080.36 LINE, EPOXY, SOLID, WHITE, 300 mm | | | 0176 808-06716 9054.000 m | 1.15000 10412.10| 1.17000 10593.18| 1.15000 10412.10 LINE, REMOVE | | | 0177 808-07591 178.000 m | 18.92000 3367.76| 19.30000 3435.40| 18.92000 3367.76 LINE, EPOXY, SOLID, WHITE, 600 mm | | | 0178 808-74811 1040.000 m | 3.26000 3390.40| 3.33000 3463.20| 3.26000 3390.40 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0179 808-75998 147.000 EACH | 29.00000 4263.00| 29.58000 4348.26| 29.00000 4263.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0180 808-97664 12.000 EACH | 65.00000 780.00| 66.30000 795.60| 65.00000 780.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0181 210-08591 LUMP | 83500.00000 83500.00| 78940.00000 78940.00| 64700.00000 64700.00 PUMP STATION AND TRASH TRAP | | | 0182 202-04890 4.000 EACH | 50000.00000 200000.00| 51000.00000 204000.00| 49378.00000 197512.00 WELL , GROUNDWATER PRODUCTION | | | 0183 801-08401 4526.000 m | 57.50000 260245.00| 5.00000 22630.00| 25.00000 113150.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0184 801-07024 2.000 EACH | 4800.00000 9600.00| 4896.00000 9792.00| 4800.00000 9600.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | SECTION TOTALS | $ 17,981,848.24| $ 20,053,417.80| $ 20,351,471.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,981,848.24| $ 20,053,417.80| $ 20,351,471.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 150 CONTRACT ID : R -27385-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/08/08 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. $ 27,207,938.69 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/07 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. $ 5,730,809.57 100.0000% ==================================================================================================================================== |( 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 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 85000.00000 85000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 20.000 MOS | 1900.00000 38000.00| | FIELD OFFICE, A | | | 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 | 286000.00000 286000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 115000.00000 115000.00| | CLEARING RIGHT OF WAY | | | 0008 202-01000 LUMP | 75000.00000 75000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0009 202-02241 102.000 LFT | 9.00000 918.00| | GUARDRAIL, REMOVE | | | 0010 202-02278 1600.000 LFT | 4.75000 7600.00| | CURB, CONCRETE, REMOVE | | | 0011 202-05668 LUMP | 18000.00000 18000.00| | DEMOLITION OF EXISTING LIFT STATION | | | 0012 202-91385 21.000 EACH | 540.00000 11340.00| | INLET, REMOVE | | | 0013 203-02000 4322.000 CYS | 35.00000 151270.00| | EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02070 700.000 CYS | 25.00000 17500.00| | BORROW | | | 0015 205-03371 10.000 CYS | 60.00000 600.00| | SEDIMENT, REMOVE | | | 0016 205-06931 33.000 TON | 70.00000 2310.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06933 108.000 EACH | 57.00000 6156.00| | TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 5645.000 LFT | 1.25000 7056.25| | TEMPORARY SILT FENCE | | | 0019 207-08268 13476.000 SYS | 11.50000 154974.00| | SUBGRADE TREATMENT, TYPE IV | | | 0020 211-02050 2340.000 CYS | 23.00000 53820.00| | B BORROW | | | 0021 211-07454 10220.000 CYS | 23.00000 235060.00| | STRUCTURE BACKFILL | | | 0022 301-07448 1596.000 TON | 22.00000 35112.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 304-07493 5515.000 TON | 85.00000 468775.00| | WIDENING WITH HMA, TYPE B | | | 0024 306-08043 803.000 SYS | 30.00000 24090.00| | MILLING, TRANSITION | | | 0025 401-06264 LUMP | 2900.00000 2900.00| | PROFILOGRAPH, HMA | | | 0026 401-07321 2232.000 TON | 72.00000 160704.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0027 401-07390 1379.000 TON | 61.00000 84119.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0028 402-07441 1133.000 TON | 61.00000 69113.00| | HMA BASE, TYPE B | | | 0029 402-07451 4572.000 TON | 60.00000 274320.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0030 406-05520 19.000 TON | 350.00000 6650.00| | ASPHALT FOR TACK COAT | | | 0031 604-07894 42.000 SYS | 145.00000 6090.00| | CURB RAMP, CONCRETE, A | | | 0032 604-07896 22.000 SYS | 154.00000 3388.00| | CURB RAMP, CONCRETE, B | | | 0033 604-07901 83.000 SYS | 172.00000 14276.00| | CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 604-91531 3549.000 SYS | 29.00000 102921.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0035 605-06120 1457.000 LFT | 26.00000 37882.00| | CURB, CONCRETE | | | 0036 605-06120 435.000 LFT | 37.00000 16095.00| | CURB, CONCRETE , MODIFIED | | | 0037 605-06140 10964.000 LFT | 14.00000 153496.00| | CURB AND GUTTER, CONCRETE | | | 0038 607-06340 100.000 LFT | 46.00000 4600.00| | PAVED SIDE DITCH, B | | | 0039 610-07486 638.000 TON | 97.00000 61886.00| | HMA FOR APPROACHES, TYPE A | | | 0040 610-08446 5525.000 SYS | 40.00000 221000.00| | PCCP FOR APPROACHES, 6 IN. | | | 0041 611-06497 13.000 EACH | 160.00000 2080.00| | MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 10.000 EACH | 175.00000 1750.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 88.000 EACH | 135.00000 11880.00| | RIGHT OF WAY MARKER | | | 0044 615-06505 11.000 EACH | 725.00000 7975.00| | MONUMENT, B | | | 0045 616-02320 49.000 SYS | 1.10000 53.90| | GEOTEXTILES | | | 0046 616-06405 40.000 TON | 39.00000 1560.00| | RIPRAP, REVETMENT | | | 0047 621-01004 5.000 EACH | 265.00000 1325.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 1.000 TON | 900.00000 900.00| | FERTILIZER | | | 0049 621-06554 300.000 LBS | 5.50000 1650.00| | SEED MIXTURE, U | | | 0050 621-06565 3.000 TON | 700.00000 2100.00| | MULCHING MATERIAL | | | 0051 621-06567 22.000 kGAL | 2.75000 60.50| | WATER | | | 0052 621-06574 1810.000 SYS | 3.45000 6244.50| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 621-08161 95.000 SYS | 11.00000 1045.00| | PERMANENT TURF REINFORCEMENT MAT | | | 0054 702-90915 367.000 CYS | 525.00000 192675.00| | CONCRETE, A | | | 0055 703-06029 28923.000 LBS | 0.90000 26030.70| | REINFORCING BARS, EPOXY COATED | | | 0056 703-51030 843.000 LBS | 0.83000 699.69| | REINFORCING STEEL | | | 0057 715-02972 171.000 LFT | 112.00000 19152.00| | PIPE, SLOTTED VANE DRAIN, 15 IN. | | | 0058 715-03025 1.000 EACH | 3250.00000 3250.00| | SANITARY MANHOLE | | | 0059 715-04836 32.000 EACH | 860.00000 27520.00| | GATE VALVE | | | 0060 715-05024 2149.000 LFT | 97.00000 208453.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0061 715-05048 8796.000 LFT | 3.15000 27707.40| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0062 715-05149 4009.000 LFT | 38.00000 152342.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05151 761.000 LFT | 45.00000 34245.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0064 715-05152 824.000 LFT | 46.00000 37904.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0065 715-05154 489.000 LFT | 60.00000 29340.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0066 715-05156 775.000 LFT | 62.00000 48050.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0067 715-06691 1.000 EACH | 3150.00000 3150.00| | CONCRETE ANCHOR, 96 IN. | | | 0068 715-06910 63.000 LFT | 350.00000 22050.00| | PIPE, TYPE 2, CIRCULAR, 96 IN. | | | 0069 715-07794 9.000 EACH | 9000.00000 81000.00| | WATER MAIN CONNECTIONS , EXISTING, TYPE | | | B1 | | | 0070 715-07794 5.000 EACH | 9200.00000 46000.00| | WATER MAIN CONNECTIONS , EXISTING, TYPE | | | B2 | | | 0071 715-07794 1.000 EACH | 1400.00000 1400.00| | WATER MAIN CONNECTIONS , EXISTING, TYPE | | | C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 715-08305 161.000 TON | 135.00000 21735.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0073 715-08306 171.000 TON | 135.00000 23085.00| | HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0074 715-08474 114.000 LFT | 50.00000 5700.00| | SEWER MAIN , GRAVITY, 15 IN. PVC | | | 0075 715-08474 118.000 LFT | 31.00000 3658.00| | SEWER MAIN , PRESSURE, 6 IN. PVC | | | 0076 715-46040 1.000 EACH | 2100.00000 2100.00| | PIPE END SECTION, 36 IN. | | | 0077 715-90052 LUMP | 155000.00000 155000.00| | LIFT STATION , SANITARY, REPLACEMENT | | | 0078 715-91739 6721.000 LFT | 50.00000 336050.00| | WATER MAIN, DUCTILE IRON, 8 IN. | | | 0079 715-98265 151.000 LFT | 48.00000 7248.00| | WATER MAIN, DUCTILE IRON, 4 IN. | | | 0080 718-06532 3280.000 LFT | 1.10000 3608.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0081 718-52610 778.000 CYS | 34.00000 26452.00| | AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 8322.000 SYS | 1.85000 15395.70| | GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-06607 9.000 EACH | 1220.00000 10980.00| | SLOTTED DRAIN CLEANOUT | | | 0084 720-44000 31.000 EACH | 585.00000 18135.00| | CASTING, ADJUST TO GRADE | | | 0085 720-45030 1.000 EACH | 1965.00000 1965.00| | INLET, E7 | | | 0086 720-45035 5.000 EACH | 1965.00000 9825.00| | INLET, F7 | | | 0087 720-45075 1.000 EACH | 3000.00000 3000.00| | INLET, R13 | | | 0088 720-45275 2.000 EACH | 1830.00000 3660.00| | PIPE CATCH BASIN, 24 IN. | | | 0089 720-45410 6.000 EACH | 2935.00000 17610.00| | MANHOLE, C4 | | | 0090 720-90129 15.000 EACH | 4360.00000 65400.00| | MANHOLE, J2 | | | 0091 720-90984 5.000 EACH | 3100.00000 15500.00| | MANHOLE, C2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 720-95422 7.000 EACH | 4200.00000 29400.00| | MANHOLE, J4 | | | 0093 720-98174 45.000 EACH | 2600.00000 117000.00| | INLET, B15 | | | 0094 720-98555 34.000 EACH | 2600.00000 88400.00| | INLET, C15 | | | 0095 731-93945 5900.000 SFT | 23.00000 135700.00| | FACE PANELS, CONCRETE | | | 0096 731-93946 5900.000 SFT | 8.00000 47200.00| | WALL ERECTION | | | 0097 731-93947 289.000 LFT | 50.00000 14450.00| | LEVELING PAD, CONCRETE | | | 0098 732-04987 36.000 EACH | 1800.00000 64800.00| | CONNECTION SERVICE, 1 IN. COPPER | | | 0099 732-04987 5.000 EACH | 4500.00000 22500.00| | CONNECTION SERVICE, 1 IN. SERVICE WITH | | | 0101 732-91742 15.000 EACH | 3400.00000 51000.00| | FIRE HYDRANT | | | 0102 801-04308 8.000 EACH | 235.00000 1880.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06203 19504.000 LFT | 0.38000 7411.52| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0104 801-06207 1730.000 LFT | 1.00000 1730.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0105 801-06216 48.000 LFT | 3.12000 149.76| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0106 801-06625 38.000 EACH | 100.00000 3800.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0107 801-06640 37.000 EACH | 215.00000 7955.00| | CONSTRUCTION SIGN, A | | | 0108 801-06775 LUMP | 226000.00000 226000.00| | MAINTAINING TRAFFIC | | | 0109 801-07118 144.000 LFT | 15.00000 2160.00| | BARRICADE, III-A | | | 0110 801-07119 24.000 LFT | 17.00000 408.00| | BARRICADE, III-B | | | 0111 802-05701 335.000 LFT | 14.00000 4690.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 802-76025 281.000 SFT | 17.50000 4917.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0113 805-01815 4.000 EACH | 1750.00000 7000.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0114 805-01842 9.000 EACH | 900.00000 8100.00| | HANDHOLE, SIGNAL | | | 0115 805-02069 2.000 EACH | 3200.00000 6400.00| | SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0116 805-02073 2.000 EACH | 3800.00000 7600.00| | SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0117 805-02087 LUMP | 550.00000 550.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0118 805-02151 8.000 EACH | 525.00000 4200.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0119 805-02855 2.000 EACH | 900.00000 1800.00| | SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 6 FT. | | | 0120 805-05870 2.000 EACH | 1000.00000 2000.00| | SIGNAL SUPPORT FOUNDATION | | | 0121 805-06592 1060.000 LFT | 15.50000 16430.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0122 805-78060 1.000 EACH | 6900.00000 6900.00| | CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0123 805-78205 14.000 EACH | 535.00000 7490.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0124 805-78230 2.000 EACH | 840.00000 1680.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0125 805-78370 8.000 EACH | 200.00000 1600.00| | PEDESTRIAN PUSH BUTTON | | | 0126 805-78415 4.000 EACH | 1050.00000 4200.00| | SPAN, CATENARY, AND TETHER | | | 0127 805-78420 4.000 EACH | 270.00000 1080.00| | DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0128 805-78445 2.000 EACH | 370.00000 740.00| | SIGNAL SERVICE | | | 0129 805-78467 110.000 LFT | 2.50000 275.00| | SIGNAL CABLE, 3C 8GA. | | | 0130 805-78470 8090.000 LFT | 0.11000 889.90| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0131 805-78480 810.000 LFT | 1.65000 1336.50| | SIGNAL CABLE, 3C 14GA. | | | 0132 805-78485 1830.000 LFT | 1.90000 3477.00| | SIGNAL CABLE, 5C 14GA. | | | 0133 805-78490 560.000 LFT | 2.05000 1148.00| | SIGNAL CABLE, 7C 14GA. | | | 0134 805-78510 2510.000 LFT | 0.92000 2309.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0135 805-78785 15.000 EACH | 700.00000 10500.00| | SIGNAL DETECTOR HOUSING | | | 0136 805-78795 2310.000 LFT | 6.00000 13860.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0137 805-78925 1.000 EACH | 1100.00000 1100.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0138 805-78930 1.000 EACH | 950.00000 950.00| | CONTROLLER CABINET FOUNDATION, M | | | 0139 805-81032 4.000 EACH | 2800.00000 11200.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0140 805-92504 8.000 EACH | 210.00000 1680.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0141 808-06703 1008.000 LFT | 0.50000 504.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0142 808-06716 1290.000 LFT | 0.85000 1096.50| | LINE, REMOVE | | | 0143 808-75240 1828.000 LFT | 0.50000 914.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0144 808-75245 12168.000 LFT | 0.50000 6084.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0145 808-75297 303.000 LFT | 4.20000 1272.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 160 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,797,550.53 ROUTE : CALL ORDER : 160 CONTRACT ID : R -27433-B COUNTIES : WHITE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 808-75300 1269.000 LFT | 1.05000 1332.45| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0147 808-75320 23.000 EACH | 63.00000 1449.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0148 808-75325 21.000 EACH | 66.00000 1386.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 5,730,809.57| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,730,809.57| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 178 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,286,652.71 ROUTE : CALL ORDER : 178 CONTRACT ID : R -27665-B COUNTIES : GIBSON LETTING DATE : 04/19/06 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. $ 4,199,069.37 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 4,978,931.77 118.5723% ==================================================================================================================================== |( 1 ) 35-1284120 |( 2 ) 35-1009310 |( ) |KOBERSTEIN TRUCKING INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 57400.00000 57400.00| 116000.00000 116000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 25.000 MOS | 1540.00000 38500.00| 1975.00000 49375.00| 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 | 123440.00000 123440.00| 248000.00000 248000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 41900.00000 41900.00| 218000.00000 218000.00| CLEARING RIGHT OF WAY | | | 0008 202-06541 75.000 EACH | 226.00000 16950.00| 165.00000 12375.00| REMOVE METER ASSEMBLY | | | 0009 202-06541 20.000 EACH | 254.00000 5080.00| 620.00000 12400.00| REMOVE VALVE ASSEMBLY | | | 0010 202-78515 LUMP | 2550.00000 2550.00| 1600.00000 1600.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-93047 2.000 EACH | 660.00000 1320.00| 1250.00000 2500.00| MANHOLE, REMOVE SANITARY | | | 0012 203-02000 9265.000 m3 | 21.25000 196881.25| 12.90000 119518.50| EXCAVATION, COMMON | | | 0013 205-06937 195.000 m | 9.25000 1803.75| 7.80000 1521.00| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 178 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,286,652.71 ROUTE : CALL ORDER : 178 CONTRACT ID : R -27665-B COUNTIES : GIBSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1284120 |( 2 ) 35-1009310 |( ) |KOBERSTEIN TRUCKING INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 207-08263 16855.000 m2 | 9.10000 153380.50| 7.20000 121356.00| SUBGRADE TREATMENT, TYPE IA | | | 0015 210-05877 2.000 EACH | 355.00000 710.00| 950.00000 1900.00| TESTING SANITARY, SMOKE | | | 0016 210-06757 LUMP | 4900.00000 4900.00| 11360.00000 11360.00| RECONSTRUCT RETAINING WALL | | | 0017 210-07797 1.000 EACH | 195.00000 195.00| 175.00000 175.00| WATER LINE REDUCER, 200 mm X 100 mm | | | 0018 210-07797 1.000 EACH | 257.00000 257.00| 300.00000 300.00| WATER LINE REDUCER, 250 mm X 150 mm | | | 0019 210-07797 1.000 EACH | 510.00000 510.00| 400.00000 400.00| WATER LINE TEE, 250 mm | | | 0020 210-07797 1.000 EACH | 405.00000 405.00| 390.00000 390.00| WATER LINE TEE, 250 mm X 150 mm | | | 0021 210-07797 2.000 EACH | 415.00000 830.00| 610.00000 1220.00| WATER LINE TEE, 250 mm X 200 mm | | | 0022 211-07454 7478.000 m3 | 29.25000 218731.50| 24.75000 185080.50| STRUCTURE BACKFILL | | | 0023 301-07448 1186.000 Mg | 28.00000 33208.00| 26.60000 31547.60| COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 303-01180 270.000 Mg | 28.00000 7560.00| 26.60000 7182.00| COMPACTED AGGREGATE, NO. 53 | | | 0025 303-07449 142.000 Mg | 43.00000 6106.00| 29.30000 4160.60| COMPACTED AGGREGATE, NO. 73 | | | 0026 304-07489 1437.000 Mg | 60.00000 86220.00| 59.00000 84783.00| HMA PATCHING, TYPE A | | | 0027 401-07325 1296.000 Mg | 67.00000 86832.00| 67.00000 86832.00| QC/QA-HMA, 1, 70, SURFACE, 9.5 mm | | | 0028 401-07375 2161.000 Mg | 67.00000 144787.00| 59.00000 127499.00| QC/QA-HMA, 1, 70, INTERMEDIATE, 12.5 mm | | | 0029 401-07422 6189.000 Mg | 59.00000 365151.00| 53.00000 328017.00| QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0030 401-07429 2781.000 Mg | 61.00000 169641.00| 52.50000 146002.50| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0031 406-05520 16.000 Mg | 350.00000 5600.00| 260.00000 4160.00| ASPHALT FOR TACK COAT | | | 0032 601-05999 2.000 EACH | 31.50000 63.00| 42.00000 84.00| CURVED TERMINAL END | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 178 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,286,652.71 ROUTE : CALL ORDER : 178 CONTRACT ID : R -27665-B COUNTIES : GIBSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1284120 |( 2 ) 35-1009310 |( ) |KOBERSTEIN TRUCKING INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-95344 10.000 m | 705.00000 7050.00| 468.00000 4680.00| HANDRAIL, PEDESTRIAN | | | 0034 601-99105 31.000 m | 141.00000 4371.00| 154.00000 4774.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 604-06070 3030.800 m2 | 25.15000 76224.62| 41.30000 125172.04| SIDEWALK, CONCRETE | | | 0036 604-07896 28.430 m2 | 121.00000 3440.03| 196.00000 5572.28| CURB RAMP, CONCRETE, B | | | 0037 604-07899 189.320 m2 | 121.00000 22907.72| 186.00000 35213.52| CURB RAMP, CONCRETE, E | | | 0038 604-07901 48.640 m2 | 42.00000 2042.88| 152.00000 7393.28| CURB RAMP, CONCRETE, G | | | 0039 604-07902 26.400 m2 | 42.00000 1108.80| 159.00000 4197.60| CURB RAMP, CONCRETE, H | | | 0040 604-44251 19.000 m3 | 1155.00000 21945.00| 705.00000 13395.00| STEPS, CONCRETE | | | 0041 605-06120 415.000 m | 60.00000 24900.00| 79.00000 32785.00| CURB, CONCRETE | | | 0042 605-06125 218.000 m | 84.00000 18312.00| 91.00000 19838.00| CURB, CONCRETE, MODIFIED | | | 0043 605-06140 1293.000 m | 41.50000 53659.50| 86.00000 111198.00| CURB AND GUTTER, CONCRETE | | | 0044 610-07486 1635.000 Mg | 82.00000 134070.00| 127.00000 207645.00| HMA FOR APPROACHES, TYPE A | | | 0045 610-08446 3170.000 m2 | 33.10000 104927.00| 51.70000 163889.00| PCCP FOR APPROACHES, 150 mm | | | 0046 616-02320 171.000 m2 | 3.25000 555.75| 2.30000 393.30| GEOTEXTILES | | | 0047 616-05688 190.000 Mg | 41.00000 7790.00| 39.50000 7505.00| RIPRAP, CLASS 1 | | | 0048 621-06567 65.000 kL | 5.25000 341.25| 6.00000 390.00| WATER | | | 0049 621-06575 3558.000 m2 | 3.00000 10674.00| 3.30000 11741.40| SODDING, NURSERY | | | 0050 701-51195 34.700 m | 210.00000 7287.00| 380.00000 13186.00| PILE, STEEL H, HP 310 X 79 | | | 0051 701-91792 3.000 EACH | 210.00000 630.00| 215.00000 645.00| PILE TIP, STEEL H | | | 0052 702-51863 56.000 EACH | 22.00000 1232.00| 18.00000 1008.00| FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 178 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,286,652.71 ROUTE : CALL ORDER : 178 CONTRACT ID : R -27665-B COUNTIES : GIBSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1284120 |( 2 ) 35-1009310 |( ) |KOBERSTEIN TRUCKING INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 703-51030 714.000 kg | 4.20000 2998.80| 2.70000 1927.80| REINFORCING STEEL | | | 0054 710-51864 3.000 EACH | 645.00000 1935.00| 630.00000 1890.00| FIELD DRILLED HOLE ,SANITARY | | | 0055 714-07032 18.000 m | 5163.00000 92934.00| 5440.00000 97920.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 2100 mm | | | 0056 714-44240 5.300 m3 | 942.00000 4992.60| 910.00000 4823.00| CONCRETE, A, STRUCTURES | | | 0057 714-44240 117.000 m3 | 260.00000 30420.00| 638.00000 74646.00| CONCRETE, A, STRUCTURES , GRAVITY WALLS | | | 0058 715-01383 3.000 EACH | 4611.00000 13833.00| 4760.00000 14280.00| INSERTION VALVE, 200 mm WITH BOX | | | 0059 715-02904 1.000 EACH | 3850.00000 3850.00| 3660.00000 3660.00| INSERTION VALVE, 100 mm WITH BOX | | | 0060 715-02905 2.000 EACH | 6615.00000 13230.00| 6750.00000 13500.00| INSERTION VALVE, 250 mm WITH BOX | | | 0061 715-04177 43.000 EACH | 1025.00000 44075.00| 1755.00000 75465.00| SEWAGE SERVICE LATERAL, RELOCATE | | | 0062 715-04177 1.000 EACH | 2175.00000 2175.00| 2230.00000 2230.00| SEWAGE SERVICE LATERAL, RELOCATE MAIN | | | SANITARY | | | 0063 715-05024 152.000 m | 207.00000 31464.00| 216.00000 32832.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0064 715-05048 2538.000 m | 16.50000 41877.00| 31.60000 80200.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05149 1593.000 m | 71.00000 113103.00| 139.00000 221427.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0066 715-05151 175.000 m | 88.00000 15400.00| 144.00000 25200.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0067 715-05152 115.000 m | 103.00000 11845.00| 149.00000 17135.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0068 715-05154 99.000 m | 137.00000 13563.00| 163.00000 16137.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0069 715-05155 117.000 m | 165.00000 19305.00| 168.00000 19656.00| PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0070 715-05156 96.000 m | 165.00000 15840.00| 179.00000 17184.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0071 715-05157 144.000 m | 210.00000 30240.00| 209.00000 30096.00| PIPE, TYPE 2, CIRCULAR, 825 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 178 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,286,652.71 ROUTE : CALL ORDER : 178 CONTRACT ID : R -27665-B COUNTIES : GIBSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1284120 |( 2 ) 35-1009310 |( ) |KOBERSTEIN TRUCKING INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 715-05159 337.000 m | 265.00000 89305.00| 326.00000 109862.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0073 715-05203 50.000 m | 52.00000 2600.00| 23.00000 1150.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0074 715-05408 1078.000 m | 142.00000 153076.00| 153.00000 164934.00| PIPE, SANITARY SEWER, 200 mm | | | 0075 715-06039 2.000 EACH | 4150.00000 8300.00| 4260.00000 8520.00| INSERTION VALVE, 150 mm WITH BOX | | | 0076 715-06378 43.000 EACH | 90.00000 3870.00| 95.00000 4085.00| WYE , SERVICE, 200 mm X 150 mm | | | 0077 715-06381 1040.000 m | 10.00000 10400.00| 12.80000 13312.00| SEWER, ABANDON , SANITARY, IN PLACE | | | 0078 715-92525 485.000 m | 90.00000 43650.00| 171.00000 82935.00| WATER MAIN, 250 mm | | | 0079 715-93912 17.000 m | 185.00000 3145.00| 121.00000 2057.00| WATER MAIN, 150 mm | | | 0080 715-93913 870.000 m | 80.00000 69600.00| 159.00000 138330.00| WATER MAIN, 200 mm | | | 0081 718-52610 395.000 m3 | 58.00000 22910.00| 41.00000 16195.00| AGGREGATE FOR UNDERDRAINS | | | 0082 718-99153 7162.000 m2 | 2.20000 15756.40| 1.70000 12175.40| GEOTEXTILES FOR UNDERDRAIN | | | 0083 720-45075 50.000 EACH | 2610.00000 130500.00| 2672.00000 133600.00| INLET, R13 | | | 0084 720-45410 10.000 EACH | 2675.00000 26750.00| 2140.00000 21400.00| MANHOLE, C4 | | | 0085 720-45415 20.000 EACH | 4950.00000 99000.00| 4270.00000 85400.00| MANHOLE, D4 | | | 0086 720-90352 1.000 EACH | 4850.00000 4850.00| 4770.00000 4770.00| MANHOLE, D8 | | | 0087 720-94157 13.000 EACH | 3050.00000 39650.00| 3155.00000 41015.00| MANHOLE, C SANITARY WITH COVER | | | 0088 720-94208 1.000 EACH | 3630.00000 3630.00| 2770.00000 2770.00| MANHOLE, C10 | | | 0089 720-94778 11.000 EACH | 3220.00000 35420.00| 2760.00000 30360.00| FIRE HYDRANT ASSEMBLY, I | | | 0090 720-98174 58.000 EACH | 3010.00000 174580.00| 2580.00000 149640.00| INLET, B15 | | | 0091 720-98555 43.000 EACH | 3030.00000 130290.00| 2780.00000 119540.00| INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 178 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,286,652.71 ROUTE : CALL ORDER : 178 CONTRACT ID : R -27665-B COUNTIES : GIBSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1284120 |( 2 ) 35-1009310 |( ) |KOBERSTEIN TRUCKING INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 732-02388 1.000 EACH | 760.00000 760.00| 440.00000 440.00| WATER MAIN , PLUG, WITH INCIDENTALS, | | | 100 mm | | | 0093 732-02388 2.000 EACH | 785.00000 1570.00| 490.00000 980.00| WATER MAIN , PLUG, WITH INCIDENTALS, | | | 150 mm | | | 0094 732-02388 3.000 EACH | 810.00000 2430.00| 560.00000 1680.00| WATER MAIN , PLUG, WITH INCIDENTALS, | | | 200 mm | | | 0095 732-02388 2.000 EACH | 865.00000 1730.00| 620.00000 1240.00| WATER MAIN , PLUG, WITH INCIDENTALS, | | | 250 mm | | | 0096 732-02388 2.000 EACH | 930.00000 1860.00| 690.00000 1380.00| WATER MAIN , PLUG, WITH INCIDENTALS, | | | 300 mm | | | 0097 732-03063 4.000 EACH | 2400.00000 9600.00| 4195.00000 16780.00| TAPPING SLEEVE , VALVE AND BOX, 200 mm | | | 0098 732-03063 1.000 EACH | 3320.00000 3320.00| 4875.00000 4875.00| TAPPING SLEEVE , VALVE WITH BOX, 250 mm | | | 0099 732-03063 1.000 EACH | 1585.00000 1585.00| 2765.00000 2765.00| TAPPING SLEEVE WITH VALVE, 100 mm, | | | INCLUDES BOX | | | 0100 732-03063 2.000 EACH | 1735.00000 3470.00| 3785.00000 7570.00| TAPPING SLEEVE WITH VALVE, 150 mm, | | | INCLUDES BOX | | | 0101 732-03064 2.000 EACH | 2140.00000 4280.00| 5375.00000 10750.00| TAPPING VALVE AND SLEEVE, 300 mm, | | | 0102 732-04837 7.000 EACH | 480.00000 3360.00| 420.00000 2940.00| PLUG EXISTING SANITARY SEWER | | | 0103 732-04964 1575.000 m | 8.00000 12600.00| 12.80000 20160.00| WATER MAIN , PLUG, WITH INCIDENTALS | | | 0104 732-07128 1553.000 m | 2.70000 4193.10| 4.60000 7143.80| VIDEO INSPECTION PRECONSTRUCTION | | | 0105 732-08564 2.000 EACH | 7895.00000 15790.00| 8160.00000 16320.00| INSERTION VALVE, 300 mm AND BOX | | | 0106 732-08565 7.000 EACH | 800.00000 5600.00| 595.00000 4165.00| ABANDON SANITARY STRUCTURE IN PLACE | | | 0107 732-94780 81.000 EACH | 935.00000 75735.00| 835.00000 67635.00| WATER SERVICE CONNECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 178 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,286,652.71 ROUTE : CALL ORDER : 178 CONTRACT ID : R -27665-B COUNTIES : GIBSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1284120 |( 2 ) 35-1009310 |( ) |KOBERSTEIN TRUCKING INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 732-96948 2.000 EACH | 1370.00000 2740.00| 865.00000 1730.00| GATE VALVE, 200 mm INCLUDES BOX | | | 0109 732-97009 9.000 EACH | 470.00000 4230.00| 845.00000 7605.00| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0110 732-98479 4.000 EACH | 1675.00000 6700.00| 1040.00000 4160.00| GATE VALVE AND BOX, 250 mm | | | 0111 801-04308 19.000 EACH | 520.00000 9880.00| 510.00000 9690.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06625 42.000 EACH | 131.00000 5502.00| 132.00000 5544.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0113 801-06640 14.000 EACH | 300.00000 4200.00| 305.00000 4270.00| CONSTRUCTION SIGN, A | | | 0114 801-06645 6.000 EACH | 63.00000 378.00| 65.00000 390.00| CONSTRUCTION SIGN, B | | | 0115 801-06775 LUMP | 113600.00000 113600.00| 120000.00000 120000.00| MAINTAINING TRAFFIC | | | 0116 801-07118 65.000 m | 73.00000 4745.00| 75.00000 4875.00| BARRICADE, III-A | | | 0117 801-07119 79.000 m | 88.00000 6952.00| 88.00000 6952.00| BARRICADE, III-B | | | 0118 801-94295 4.000 EACH | 168.00000 672.00| 880.00000 3520.00| SIGNAL HEAD, RELOCATE | | | 0119 802-05701 251.000 m | 41.60000 10441.60| 54.00000 13554.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0120 802-76020 25.010 m2 | 177.00000 4426.77| 185.00000 4626.85| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0121 802-76030 12.000 m2 | 202.00000 2424.00| 186.00000 2232.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0122 805-01815 2.000 EACH | 1764.00000 3528.00| 2300.00000 4600.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0123 805-01842 1.000 EACH | 722.00000 722.00| 950.00000 950.00| HANDHOLE, SIGNAL | | | 0124 805-01844 15.000 m | 51.00000 765.00| 61.00000 915.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0125 805-02032 4.000 EACH | 158.00000 632.00| 860.00000 3440.00| PEDESTRIAN SIGNAL HEAD, 305 mm, RELOCAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 178 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,286,652.71 ROUTE : CALL ORDER : 178 CONTRACT ID : R -27665-B COUNTIES : GIBSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1284120 |( 2 ) 35-1009310 |( ) |KOBERSTEIN TRUCKING INC. |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 805-02437 1.000 EACH | 1050.00000 1050.00| 2210.00000 2210.00| CONTROLLER, RELOCATE AND REWIRE | | | 0127 805-78415 1.000 EACH | 1575.00000 1575.00| 1370.00000 1370.00| SPAN, CATENARY, AND TETHER | | | 0128 805-78415 2.000 EACH | 656.00000 1312.00| 1020.00000 2040.00| SPAN, CATENARY, AND TETHER REATTACH TO | | | NEW STEEL STRAIN POLES | | | 0129 805-78420 2.000 EACH | 158.00000 316.00| 610.00000 1220.00| DISCONNECT HANGER , RELOCATE | | | 0130 805-78480 20.000 m | 3.50000 70.00| 4.20000 84.00| SIGNAL CABLE, 3C 14GA. | | | 0131 805-78485 124.000 m | 4.00000 496.00| 4.30000 533.20| SIGNAL CABLE, 5C 14GA. | | | 0132 805-78490 74.000 m | 4.50000 333.00| 4.60000 340.40| SIGNAL CABLE, 7C 14GA. | | | 0133 805-78925 1.000 EACH | 695.00000 695.00| 820.00000 820.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0134 805-81032 2.000 EACH | 3595.00000 7190.00| 3360.00000 6720.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0135 808-05929 530.000 m | 3.00000 1590.00| 3.00000 1590.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0136 808-06703 67.000 m | 1.35000 90.45| 1.40000 93.80| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0137 808-75240 429.000 m | 1.35000 579.15| 1.40000 600.60| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0138 808-75245 2665.000 m | 1.35000 3597.75| 1.40000 3731.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0139 808-75297 92.000 m | 20.35000 1872.20| 21.00000 1932.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0140 808-75320 22.000 EACH | 68.50000 1507.00| 69.00000 1518.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0141 808-75325 22.000 EACH | 74.00000 1628.00| 74.00000 1628.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 4,199,069.37| $ 4,978,931.77| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,199,069.37| $ 4,978,931.77| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 190 CONTRACT ID : R -27847-A COUNTIES : MARSHALL LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1561256 KASER-SPRAKER CONSTRUCTION $ 1,438,005.55 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,583,014.79 110.0841% 3 35-1139301 E & B PAVING, INC. $ 1,597,165.41 111.0681% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 1,598,330.12 111.1491% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,605,789.70 111.6678% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 6 CALL ORDER : 200 CONTRACT ID : R -27987-A COUNTIES : PORTER LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/27/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1068009 DYER CONSTRUCTION CO $ 21,182,735.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 21,281,093.15 100.4643% 3 35-1120685 WALSH & KELLY INC $ 22,274,385.04 105.1535% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 22,685,456.23 107.0941% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 103 CALL ORDER : 210 CONTRACT ID : R -28017-A COUNTIES : HENRY LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/25/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 99-9995092 GRADEX, INC./E &B PAVING J/V $ 17,681,179.10 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 18,487,281.55 104.5591% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 18,965,000.00 107.2609% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 228 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 32 CALL ORDER : 228 CONTRACT ID : R -28274-A COUNTIES : DELAWARE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/17/07 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. $ 5,152,302.43 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 5,273,743.34 102.3570% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 40 CALL ORDER : 240 CONTRACT ID : R -28305-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/08/08 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. $ 7,456,200.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 8,219,545.57 110.2377% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 260 CONTRACT ID : R -28401-A COUNTIES : SULLIVAN LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/18/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 3,306,684.74 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,279,174.68 ROUTE : STATE ROAD 26 CALL ORDER : 270 CONTRACT ID : R -28433-A COUNTIES : WARREN LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 1,114,700.00 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,122,139.20 100.6674% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,166,862.45 104.6795% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1386990 |( 3 ) 35-1917625 |HIS CONSTRUCTORS LLC |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. 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 | 17500.00000 17500.00| 18000.00000 18000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 2150.00000 19350.00| 2000.00000 18000.00 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 | 55700.00000 55700.00| 55000.00000 55000.00| 58000.00000 58000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 11140.00000 11140.00| 15000.00000 15000.00| 30850.00000 30850.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 21922.000 CYS | 8.00000 175376.00| 8.15000 178664.30| 7.50000 164415.00 EXCAVATION, COMMON | | | 0009 205-06931 427.000 TON | 25.00000 10675.00| 40.00000 17080.00| 70.00000 29890.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 147.000 TON | 22.00000 3234.00| 38.00000 5586.00| 47.00000 6909.00 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 125.000 LFT | 4.00000 500.00| 6.75000 843.75| 4.00000 500.00 TEMPORARY SILT FENCE | | | 0012 207-08267 11960.000 SYS | 6.00000 71760.00| 2.50000 29900.00| 7.00000 83720.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,279,174.68 ROUTE : STATE ROAD 26 CALL ORDER : 270 CONTRACT ID : R -28433-A COUNTIES : WARREN LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1386990 |( 3 ) 35-1917625 |HIS CONSTRUCTORS LLC |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 211-07454 341.000 CYS | 30.00000 10230.00| 27.00000 9207.00| 50.00000 17050.00 STRUCTURE BACKFILL | | | 0014 301-07448 2792.000 TON | 22.50000 62820.00| 17.00000 47464.00| 19.00000 53048.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-02051 100.000 TON | 19.00000 1900.00| 20.00000 2000.00| 27.00000 2700.00 STONE, 2 | | | 0016 303-07449 12.000 TON | 38.00000 456.00| 25.00000 300.00| 28.00000 336.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 306-08042 500.000 SYS | 6.75000 3375.00| 5.00000 2500.00| 7.50000 3750.00 MILLING, SCARIFICATION/PROFILE | | | 0018 306-08043 400.000 SYS | 7.00000 2800.00| 5.00000 2000.00| 7.00000 2800.00 MILLING, TRANSITION | | | 0019 401-06264 LUMP | 2900.00000 2900.00| 4000.00000 4000.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0020 401-07320 1018.000 TON | 60.00000 61080.00| 68.00000 69224.00| 63.00000 64134.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0021 401-07389 1188.000 TON | 51.00000 60588.00| 58.00000 68904.00| 52.00000 61776.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0022 401-07406 3160.000 TON | 50.00000 158000.00| 55.00000 173800.00| 48.00000 151680.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0023 401-07429 1262.000 TON | 53.00000 66886.00| 56.00000 70672.00| 50.00000 63100.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0024 406-05520 9.100 TON | 290.00000 2639.00| 400.00000 3640.00| 500.00000 4550.00 ASPHALT FOR TACK COAT | | | 0025 601-94689 4.000 EACH | 2350.00000 9400.00| 2700.00000 10800.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 500.000 LFT | 13.50000 6750.00| 15.20000 7600.00| 14.50000 7250.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 605-06095 250.000 LFT | 20.50000 5125.00| 18.00000 4500.00| 22.00000 5500.00 CURB, INTEGRAL, B, CONCRETE | | | 0028 605-94082 1.000 EACH | 245.00000 245.00| 750.00000 750.00| 1200.00000 1200.00 CURB TURNOUT, CONCRETE | | | 0029 610-07486 51.000 TON | 155.00000 7905.00| 175.00000 8925.00| 95.00000 4845.00 HMA FOR APPROACHES, TYPE A | | | 0030 611-06497 3.000 EACH | 195.00000 585.00| 175.00000 525.00| 185.00000 555.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 615-06490 18.000 EACH | 140.00000 2520.00| 162.00000 2916.00| 120.00000 2160.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,279,174.68 ROUTE : STATE ROAD 26 CALL ORDER : 270 CONTRACT ID : R -28433-A COUNTIES : WARREN LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1386990 |( 3 ) 35-1917625 |HIS CONSTRUCTORS LLC |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 615-06505 5.000 EACH | 530.00000 2650.00| 950.00000 4750.00| 550.00000 2750.00 MONUMENT, B | | | 0033 615-06527 1.000 EACH | 430.00000 430.00| 1100.00000 1100.00| 500.00000 500.00 MONUMENT, SECTION CORNER | | | 0034 616-02320 2434.000 SYS | 2.00000 4868.00| 5.00000 12170.00| 1.30000 3164.20 GEOTEXTILES | | | 0035 616-05688 243.000 TON | 41.00000 9963.00| 35.50000 8626.50| 38.00000 9234.00 RIPRAP, CLASS 1 | | | 0036 616-05689 203.000 TON | 42.00000 8526.00| 36.00000 7308.00| 37.00000 7511.00 RIPRAP, CLASS 2 | | | 0037 616-06405 885.000 TON | 30.00000 26550.00| 24.50000 21682.50| 35.00000 30975.00 RIPRAP, REVETMENT | | | 0038 616-06451 275.000 TON | 39.00000 10725.00| 40.00000 11000.00| 40.00000 11000.00 RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH | 490.00000 980.00| 1200.00000 2400.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 1.200 TON | 550.00000 660.00| 900.00000 1080.00| 560.00000 672.00 FERTILIZER | | | 0041 621-06553 502.000 LBS | 3.00000 1506.00| 11.00000 5522.00| 2.95000 1480.90 SEED MIXTURE, R | | | 0042 621-06565 5.900 TON | 425.00000 2507.50| 700.00000 4130.00| 425.00000 2507.50 MULCHING MATERIAL | | | 0043 621-06567 13.500 kGAL | 5.00000 67.50| 5.00000 67.50| 5.25000 70.88 WATER | | | 0044 621-06574 2321.000 SYS | 2.90000 6730.90| 5.00000 11605.00| 3.62000 8402.02 SODDING | | | 0045 621-06575 1060.000 SYS | 2.90000 3074.00| 5.00000 5300.00| 3.70000 3922.00 SODDING, NURSERY | | | 0046 714-04661 158.000 LFT | 685.00000 108230.00| 685.00000 108230.00| 910.00000 143780.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 11 FT. X 6 FT. | | | 0047 715-05048 4526.000 LFT | 2.75000 12446.50| 3.20000 14483.20| 2.70000 12220.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0048 715-05053 345.000 LFT | 12.50000 4312.50| 11.00000 3795.00| 12.50000 4312.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0049 715-05169 258.000 LFT | 25.00000 6450.00| 19.00000 4902.00| 22.00000 5676.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0050 715-46005 9.000 EACH | 350.00000 3150.00| 185.00000 1665.00| 250.00000 2250.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,279,174.68 ROUTE : STATE ROAD 26 CALL ORDER : 270 CONTRACT ID : R -28433-A COUNTIES : WARREN LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1386990 |( 3 ) 35-1917625 |HIS CONSTRUCTORS LLC |ISOM, JACK CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 718-06528 2.000 EACH | 600.00000 1200.00| 675.00000 1350.00| 600.00000 1200.00 OUTLET PROTECTOR, 1 | | | 0052 718-06529 11.000 EACH | 575.00000 6325.00| 950.00000 10450.00| 575.00000 6325.00 OUTLET PROTECTOR, 2 | | | 0053 718-06532 3000.000 LFT | 1.00000 3000.00| 2.00000 6000.00| 1.05000 3150.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0054 718-52610 407.000 CYS | 35.00000 14245.00| 32.00000 13024.00| 35.00000 14245.00 AGGREGATE FOR UNDERDRAINS | | | 0055 718-99153 3103.000 SYS | 1.75000 5430.25| 2.15000 6671.45| 1.75000 5430.25 GEOTEXTILES FOR UNDERDRAIN | | | 0056 720-45010 1.000 EACH | 850.00000 850.00| 1000.00000 1000.00| 950.00000 950.00 INLET, A3 | | | 0057 801-04308 18.000 EACH | 26.00000 468.00| 122.00000 2196.00| 26.00000 468.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 32.000 EACH | 68.00000 2176.00| 130.00000 4160.00| 67.00000 2144.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 6.000 EACH | 150.00000 900.00| 400.00000 2400.00| 150.00000 900.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 2.000 EACH | 32.00000 64.00| 66.00000 132.00| 33.00000 66.00 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP | 34308.85000 34308.85| 6400.00000 6400.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0062 801-07118 96.000 LFT | 7.50000 720.00| 17.00000 1632.00| 8.00000 768.00 BARRICADE, III-A | | | 0063 801-07119 48.000 LFT | 8.50000 408.00| 21.00000 1008.00| 9.00000 432.00 BARRICADE, III-B | | | 0064 808-06713 6200.000 LFT | 0.14000 868.00| 0.25000 1550.00| 0.15000 930.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0065 808-06714 6200.000 LFT | 0.14000 868.00| 0.25000 1550.00| 0.15000 930.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0066 808-75996 15.000 EACH | 20.00000 300.00| 18.00000 270.00| 15.00000 225.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 75.000 EACH | 42.00000 3150.00| 45.00000 3375.00| 30.00000 2250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,114,700.00| $ 1,122,139.20| $ 1,166,862.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,114,700.00| $ 1,122,139.20| $ 1,166,862.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,726.03 ROUTE : 9 CALL ORDER : 280 CONTRACT ID : R -28438-A COUNTIES : HUNTINGTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/25/06 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. $ 377,912.78 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 412,094.55 109.0449% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 460,000.20 121.7213% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 699,232.80 185.0249% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1058755 |( 3 ) 35-1065659 |E & B PAVING, INC. |BAKER & SCHULTZ, INC. |BROOKS CONSTRUCTION COMPANY I 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 | 3500.00000 3500.00| 3800.00000 3800.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1416.00000 8496.00| 2180.00000 13080.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP | 18500.00000 18500.00| 20800.00000 20800.00| 22500.00000 22500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 7674.00000 7674.00| 4800.00000 4800.00| 9000.00000 9000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 396.000 LFT | 10.60000 4197.60| 4.00000 1584.00| 4.00000 1584.00 GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH | 6557.92000 6557.92| 22400.00000 22400.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 911.000 CYS | 18.89000 17208.79| 21.00000 19131.00| 25.00000 22775.00 EXCAVATION, COMMON | | | 0008 205-06932 144.000 LFT | 2.85000 410.40| 8.20000 1180.80| 7.85000 1130.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 725.000 LFT | 0.82000 594.50| 1.70000 1232.50| 1.56000 1131.00 TEMPORARY SILT FENCE | | | 0010 207-08263 1829.000 SYS | 9.14000 16717.06| 10.00000 18290.00| 12.00000 21948.00 SUBGRADE TREATMENT, TYPE IA | | | 0011 211-07454 585.000 CYS | 15.64000 9149.40| 28.00000 16380.00| 24.00000 14040.00 STRUCTURE BACKFILL | | | 0012 301-07448 840.000 TON | 12.39000 10407.60| 16.00000 13440.00| 15.70000 13188.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,726.03 ROUTE : 9 CALL ORDER : 280 CONTRACT ID : R -28438-A COUNTIES : HUNTINGTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1058755 |( 3 ) 35-1065659 |E & B PAVING, INC. |BAKER & SCHULTZ, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 306-08033 1800.000 SYS | 2.23000 4014.00| 1.75000 3150.00| 3.00000 5400.00 MILLING, ASPHALT, 1 IN. | | | 0014 306-08043 494.000 SYS | 3.53000 1743.82| 1.75000 864.50| 1.50000 741.00 MILLING, TRANSITION | | | 0015 402-07432 125.000 TON | 50.93000 6366.25| 50.93000 6366.25| 49.50000 6187.50 HMA SURFACE, TYPE A | | | 0016 402-07433 210.000 TON | 48.83000 10254.30| 48.83000 10254.30| 49.00000 10290.00 HMA SURFACE, TYPE B | | | 0017 402-07438 940.000 TON | 36.54000 34347.60| 36.54000 34347.60| 38.00000 35720.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07440 340.000 TON | 40.60000 13804.00| 40.59000 13800.60| 38.50000 13090.00 HMA BASE, TYPE A | | | 0019 402-07441 70.000 TON | 46.40000 3248.00| 46.39000 3247.30| 48.50000 3395.00 HMA BASE, TYPE B | | | 0020 406-05520 3.000 TON | 211.00000 633.00| 211.00000 633.00| 250.00000 750.00 ASPHALT FOR TACK COAT | | | 0021 601-01846 1.000 EACH | 1700.00000 1700.00| 1610.00000 1610.00| 1610.00000 1610.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06854 2.000 EACH | 2100.00000 4200.00| 2550.00000 5100.00| 2550.00000 5100.00 GUARDRAIL, W-BEAM, NESTED | | | 0023 601-08434 1.000 EACH | 1200.00000 1200.00| 625.00000 625.00| 625.00000 625.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0024 601-94689 3.000 EACH | 3188.92000 9566.76| 2075.00000 6225.00| 2075.00000 6225.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 525.000 LFT | 12.80000 6720.00| 14.00000 7350.00| 14.00000 7350.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 615-06490 16.000 EACH | 125.00000 2000.00| 114.00000 1824.00| 114.00000 1824.00 RIGHT OF WAY MARKER | | | 0027 615-06505 2.000 EACH | 500.00000 1000.00| 530.00000 1060.00| 530.00000 1060.00 MONUMENT, B | | | 0028 615-06527 1.000 EACH | 400.00000 400.00| 475.00000 475.00| 475.00000 475.00 MONUMENT, SECTION CORNER | | | 0029 616-02320 490.000 SYS | 1.15000 563.50| 2.50000 1225.00| 2.75000 1347.50 GEOTEXTILES | | | 0030 616-05688 100.000 TON | 37.38000 3738.00| 51.00000 5100.00| 35.00000 3500.00 RIPRAP, CLASS 1 | | | 0031 616-06405 680.000 TON | 22.15000 15062.00| 31.00000 21080.00| 40.00000 27200.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,726.03 ROUTE : 9 CALL ORDER : 280 CONTRACT ID : R -28438-A COUNTIES : HUNTINGTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1058755 |( 3 ) 35-1065659 |E & B PAVING, INC. |BAKER & SCHULTZ, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-01004 1.000 EACH | 325.00000 325.00| 325.00000 325.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-01371 41.000 LBS | 5.40000 221.40| 5.40000 221.40| 5.40000 221.40 SEED MIXTURE, LEGUME, 2 | | | 0034 621-06545 0.500 TON | 685.00000 342.50| 685.00000 342.50| 685.00000 342.50 FERTILIZER | | | 0035 621-06553 118.000 LBS | 3.60000 424.80| 3.60000 424.80| 3.60000 424.80 SEED MIXTURE, R | | | 0036 621-06565 2.300 TON | 525.00000 1207.50| 525.00000 1207.50| 525.00000 1207.50 MULCHING MATERIAL | | | 0037 621-06567 5.000 kGAL | 10.00000 50.00| 10.00000 50.00| 10.00000 50.00 WATER | | | 0038 621-06574 1146.000 SYS | 3.35000 3839.10| 5.75000 6589.50| 3.35000 3839.10 SODDING | | | 0039 621-52448 8.000 EACH | 25.00000 200.00| 25.00000 200.00| 25.00000 200.00 SIGN, DO NOT SPRAY | | | 0040 715-05169 40.000 LFT | 45.37000 1814.80| 28.60000 1144.00| 100.00000 4000.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0041 715-05440 50.000 LFT | 5.00000 250.00| 23.00000 1150.00| 35.00000 1750.00 PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0042 715-05442 50.000 LFT | 7.00000 350.00| 27.00000 1350.00| 40.00000 2000.00 PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0043 715-05443 50.000 LFT | 9.00000 450.00| 32.00000 1600.00| 45.00000 2250.00 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0044 715-46005 2.000 EACH | 386.21000 772.42| 280.00000 560.00| 200.00000 400.00 PIPE END SECTION, 15 IN. | | | 0045 723-06660 92.000 SYS | 352.35000 32416.20| 310.00000 28520.00| 450.00000 41400.00 WINGWALL | | | 0046 723-07020 54.000 LFT | 1310.31000 70756.74| 1522.00000 82188.00| 1500.00000 81000.00 STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 120 IN. | | | 0047 801-04308 2.000 EACH | 640.00000 1280.00| 60.00000 120.00| 640.00000 1280.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 24.000 EACH | 32.50000 780.00| 60.00000 1440.00| 32.50000 780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 16.000 EACH | 112.50000 1800.00| 120.00000 1920.00| 112.50000 1800.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 5616.14000 5616.14| 1500.00000 1500.00| 4825.00000 4825.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,726.03 ROUTE : 9 CALL ORDER : 280 CONTRACT ID : R -28438-A COUNTIES : HUNTINGTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1058755 |( 3 ) 35-1065659 |E & B PAVING, INC. |BAKER & SCHULTZ, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-07119 96.000 LFT | 3.80000 364.80| 6.50000 624.00| 3.80000 364.80 BARRICADE, III-B | | | 0052 808-06703 1800.000 LFT | 0.69000 1242.00| 0.60000 1080.00| 0.69000 1242.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0053 808-75240 230.000 LFT | 0.69000 158.70| 0.60000 138.00| 0.69000 158.70 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0054 808-75996 12.000 EACH | 5.00000 60.00| 15.00000 180.00| 19.00000 228.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 12.000 EACH | 64.50000 774.00| 61.00000 732.00| 64.50000 774.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 203-51223 238.000 CYS | 18.80000 4474.40| 17.00000 4046.00| 23.00000 5474.00 EXCAVATION, WATERWAY | | | 0057 206-51220 300.000 CYS | 18.80000 5640.00| 14.00000 4200.00| 23.00000 6900.00 EXCAVATION, WET | | | 0058 206-51230 699.000 CYS | 26.22000 18327.78| 14.00000 9786.00| 23.00000 16077.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 377,912.78| $ 412,094.55| $ 460,000.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 377,912.78| $ 412,094.55| $ 460,000.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,726.03 ROUTE : 9 CALL ORDER : 280 CONTRACT ID : R -28438-A COUNTIES : HUNTINGTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, 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 | 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1800.00000 10800.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP | 34800.00000 34800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 13800.00000 13800.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 396.000 LFT | 4.00000 1584.00| | GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH | 23500.00000 23500.00| | PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 911.000 CYS | 50.00000 45550.00| | EXCAVATION, COMMON | | | 0008 205-06932 144.000 LFT | 7.85000 1130.40| | TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06937 725.000 LFT | 4.00000 2900.00| | TEMPORARY SILT FENCE | | | 0010 207-08263 1829.000 SYS | 8.70000 15912.30| | SUBGRADE TREATMENT, TYPE IA | | | 0011 211-07454 585.000 CYS | 38.00000 22230.00| | STRUCTURE BACKFILL | | | 0012 301-07448 840.000 TON | 17.00000 14280.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 306-08033 1800.000 SYS | 5.00000 9000.00| | MILLING, ASPHALT, 1 IN. | | | 0014 306-08043 494.000 SYS | 6.00000 2964.00| | MILLING, TRANSITION | | | 0015 402-07432 125.000 TON | 51.00000 6375.00| | HMA SURFACE, TYPE A | | | 0016 402-07433 210.000 TON | 49.00000 10290.00| | HMA SURFACE, TYPE B | | | 0017 402-07438 940.000 TON | 36.00000 33840.00| | HMA INTERMEDIATE, TYPE B | | | 0018 402-07440 340.000 TON | 41.00000 13940.00| | HMA BASE, TYPE A | | | 0019 402-07441 70.000 TON | 46.00000 3220.00| | HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,726.03 ROUTE : 9 CALL ORDER : 280 CONTRACT ID : R -28438-A COUNTIES : HUNTINGTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 406-05520 3.000 TON | 211.00000 633.00| | ASPHALT FOR TACK COAT | | | 0021 601-01846 1.000 EACH | 1610.00000 1610.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0022 601-06854 2.000 EACH | 2550.00000 5100.00| | GUARDRAIL, W-BEAM, NESTED | | | 0023 601-08434 1.000 EACH | 625.00000 625.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0024 601-94689 3.000 EACH | 2075.00000 6225.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 525.000 LFT | 14.00000 7350.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 615-06490 16.000 EACH | 114.00000 1824.00| | RIGHT OF WAY MARKER | | | 0027 615-06505 2.000 EACH | 530.00000 1060.00| | MONUMENT, B | | | 0028 615-06527 1.000 EACH | 475.00000 475.00| | MONUMENT, SECTION CORNER | | | 0029 616-02320 490.000 SYS | 3.00000 1470.00| | GEOTEXTILES | | | 0030 616-05688 100.000 TON | 58.00000 5800.00| | RIPRAP, CLASS 1 | | | 0031 616-06405 680.000 TON | 22.00000 14960.00| | RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH | 325.00000 325.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-01371 41.000 LBS | 5.40000 221.40| | SEED MIXTURE, LEGUME, 2 | | | 0034 621-06545 0.500 TON | 685.00000 342.50| | FERTILIZER | | | 0035 621-06553 118.000 LBS | 3.60000 424.80| | SEED MIXTURE, R | | | 0036 621-06565 2.300 TON | 525.00000 1207.50| | MULCHING MATERIAL | | | 0037 621-06567 5.000 kGAL | 10.00000 50.00| | WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,726.03 ROUTE : 9 CALL ORDER : 280 CONTRACT ID : R -28438-A COUNTIES : HUNTINGTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06574 1146.000 SYS | 3.35000 3839.10| | SODDING | | | 0039 621-52448 8.000 EACH | 25.00000 200.00| | SIGN, DO NOT SPRAY | | | 0040 715-05169 40.000 LFT | 44.00000 1760.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0041 715-05440 50.000 LFT | 26.00000 1300.00| | PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | | 0042 715-05442 50.000 LFT | 33.00000 1650.00| | PIPE, DRAINTILE TERMINAL SECTION, 10 IN | | | 0043 715-05443 50.000 LFT | 45.00000 2250.00| | PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0044 715-46005 2.000 EACH | 315.00000 630.00| | PIPE END SECTION, 15 IN. | | | 0045 723-06660 92.000 SYS | 925.00000 85100.00| | WINGWALL | | | 0046 723-07020 54.000 LFT | 4200.00000 226800.00| | STRUCTURE, PRECAST THREE-SIDED, 216 IN. | | | X 120 IN. | | | 0047 801-04308 2.000 EACH | 640.00000 1280.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06625 24.000 EACH | 32.50000 780.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 16.000 EACH | 112.50000 1800.00| | CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP | 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0051 801-07119 96.000 LFT | 3.80000 364.80| | BARRICADE, III-B | | | 0052 808-06703 1800.000 LFT | 0.60000 1080.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0053 808-75240 230.000 LFT | 0.60000 138.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0054 808-75996 12.000 EACH | 25.00000 300.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 12.000 EACH | 61.00000 732.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 280 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 593,726.03 ROUTE : 9 CALL ORDER : 280 CONTRACT ID : R -28438-A COUNTIES : HUNTINGTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( ) |( ) |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 203-51223 238.000 CYS | 25.00000 5950.00| | EXCAVATION, WATERWAY | | | 0057 206-51220 300.000 CYS | 30.00000 9000.00| | EXCAVATION, WET | | | 0058 206-51230 699.000 CYS | 40.00000 27960.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 699,232.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 699,232.80| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 286 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,070,078.87 ROUTE : 16 CALL ORDER : 286 CONTRACT ID : R -28483-B COUNTIES : NEWTON LETTING DATE : 04/19/06 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,114,304.50 100.0000% ==================================================================================================================================== |( 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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 12500.00000 12500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 95.00000 95.00| | PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 95.00000 190.00| | PHONE(INSPECTOR) | | | 0004 105-06906 5.000 MOS | 100.00000 500.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 10.000 MOS | 100.00000 1000.00| | CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 5.000 MOS | 2750.00000 13750.00| | FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 53600.00000 53600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02278 7928.000 LFT | 6.50000 51532.00| | CURB, CONCRETE, REMOVE | | | 0012 202-02928 13.000 EACH | 425.00000 5525.00| | CATCH BASIN, REMOVE | | | 0013 202-03875 2.000 EACH | 430.00000 860.00| | CONCRETE STEPS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 286 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,070,078.87 ROUTE : 16 CALL ORDER : 286 CONTRACT ID : R -28483-B COUNTIES : NEWTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-52710 2000.000 SYS | 15.00000 30000.00| | SIDEWALK, CONCRETE, REMOVE | | | 0015 203-02070 30.000 CYS | 66.00000 1980.00| | BORROW | | | 0016 211-07454 35.000 CYS | 141.00000 4935.00| | STRUCTURE BACKFILL | | | 0017 303-07449 103.000 TON | 37.00000 3811.00| | COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 900.000 TON | 65.00000 58500.00| | HMA PATCHING, TYPE B | | | 0019 306-08034 23104.000 SYS | 2.00000 46208.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0020 306-08043 500.000 SYS | 8.00000 4000.00| | MILLING, TRANSITION | | | 0021 306-08432 500.000 SYS | 8.00000 4000.00| | MILLING, APPROACH | | | 0022 401-07321 2000.000 TON | 77.25000 154500.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 402-07451 200.000 TON | 84.00000 16800.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 6.000 TON | 385.00000 2310.00| | ASPHALT FOR TACK COAT | | | 0025 604-06070 1860.000 SYS | 42.00000 78120.00| | SIDEWALK, CONCRETE | | | 0026 604-06070 32.000 SYS | 42.00000 1344.00| | SIDEWALK, CONCRETE , ELEVATION | | | TRANSITION | | | 0027 604-07894 70.000 SYS | 150.00000 10500.00| | CURB RAMP, CONCRETE, A | | | 0028 604-07901 83.300 SYS | 320.00000 26656.00| | CURB RAMP, CONCRETE, G | | | 0029 604-07902 38.000 SYS | 315.00000 11970.00| | CURB RAMP, CONCRETE, H | | | 0030 605-06120 7928.000 LFT | 24.75000 196218.00| | CURB, CONCRETE | | | 0031 610-07487 1.000 TON | 650.00000 650.00| | HMA FOR APPROACHES, TYPE B | | | 0032 610-08446 1932.000 SYS | 62.00000 119784.00| | PCCP FOR APPROACHES, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 286 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,070,078.87 ROUTE : 16 CALL ORDER : 286 CONTRACT ID : R -28483-B COUNTIES : NEWTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 611-06497 41.000 EACH | 200.00000 8200.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 611-06498 1.000 EACH | 225.00000 225.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0035 615-06527 11.000 EACH | 900.00000 9900.00| | MONUMENT, SECTION CORNER | | | 0036 621-06574 900.000 SYS | 8.40000 7560.00| | SODDING | | | 0037 715-01354 350.000 LFT | 26.50000 9275.00| | CLEAN EXISTING PIPE | | | 0038 720-44000 7.000 EACH | 500.00000 3500.00| | CASTING, ADJUST TO GRADE | | | 0039 720-45205 1.000 EACH | 3200.00000 3200.00| | CATCH BASIN, A2 | | | 0040 720-45215 10.000 EACH | 3200.00000 32000.00| | CATCH BASIN, A8 | | | 0041 720-45410 1.000 EACH | 3200.00000 3200.00| | MANHOLE, C4 | | | 0042 801-06203 973.000 LFT | 0.50000 486.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 973.000 LFT | 1.50000 1459.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06640 23.000 EACH | 125.00000 2875.00| | CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 115000.00000 115000.00| | MAINTAINING TRAFFIC | | | 0046 808-06713 10258.000 LFT | 0.25000 2564.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06714 1320.000 LFT | 0.25000 330.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0048 808-75998 64.000 EACH | 42.00000 2688.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,114,304.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,114,304.50| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/15/08 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 46,667,187.76 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 48,959,000.00 104.9110% 3 99-9994759 RIETH RILEY/WEDDLE J/V $ 56,372,496.10 120.7969% ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 774000.00000 774000.00| 500000.00000 500000.00| 507060.00000 507060.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 33.000 MOS | 1500.00000 49500.00| 2600.00000 85800.00| 1490.87000 49198.71 FIELD OFFICE, C | | | 0003 105-08520 4.000 EACH | 310.00000 1240.00| 300.00000 1200.00| 549.96000 2199.84 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 132.000 MOS | 225.00000 29700.00| 150.00000 19800.00| 158.88000 20972.16 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 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 2330000.00000 2330000.00| 2427590.92000 2427590.92| 3989526.74000 3989526.74 MOBILIZATION AND DEMOBILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 201-52370 LUMP | 465000.00000 465000.00| 470000.00000 470000.00| 560000.00000 560000.00 CLEARING RIGHT OF WAY | | | 0012 202-02240 10110.000 m2 | 12.00000 121320.00| 3.50000 35385.00| 4.70000 47517.00 PAVEMENT REMOVAL | | | 0013 202-02241 538.900 m | 11.00000 5927.90| 7.25000 3907.03| 11.00000 5927.90 GUARDRAIL, REMOVE | | | 0014 202-02286 1.000 EACH | 58000.00000 58000.00| 150000.00000 150000.00| 107550.74000 107550.74 PRESENT STRUCTURE, REMOVE , STR. NO. 8 | | | 0015 202-03000 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| 4800.00000 4800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0016 202-51330 LUMP | 25000.00000 25000.00| 22000.00000 22000.00| 5339.81000 5339.81 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0017 202-51330 LUMP | 30000.00000 30000.00| 44000.00000 44000.00| 25112.31000 25112.31 PRESENT STRUCTURE, REMOVE , STR. NO. 7 | | | 0018 202-74040 36.000 EACH | 125.00000 4500.00| 125.00000 4500.00| 125.00000 4500.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0019 202-74080 2.000 EACH | 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0020 202-91385 1.000 EACH | 500.00000 500.00| 400.00000 400.00| 715.00000 715.00 INLET, REMOVE | | | 0021 203-02000 2000.000 m3 | 10.00000 20000.00| 6.00000 12000.00| 8.95000 17900.00 EXCAVATION, COMMON | | | 0022 203-02010 2784.000 m3 | 48.00000 133632.00| 20.00000 55680.00| 23.10000 64310.40 EXCAVATION, ROCK | | | 0023 203-02055 1114668.000 m3 | 5.85000 6520807.80| 6.65000 7412542.20| 6.84000 7624329.12 EMBANKMENT | | | 0024 203-51223 7589.500 m3 | 15.00000 113842.50| 6.65000 50470.18| 6.24000 47358.48 EXCAVATION, WATERWAY | | | 0025 204-02290 92.000 EACH | 1100.00000 101200.00| 350.00000 32200.00| 930.00000 85560.00 SETTLEMENT PLATE | | | 0026 205-03371 1448.000 m3 | 15.00000 21720.00| 12.00000 17376.00| 15.75000 22806.00 SEDIMENT REMOVE | | | 0027 205-04931 39.000 EACH | 1000.00000 39000.00| 600.00000 23400.00| 1120.00000 43680.00 SEDIMENT TRAP | | | 0028 205-06930 2.340 Mg | 75.00000 175.50| 300.00000 702.00| 85.00000 198.90 SPLASHPAD, RIPRAP | | | 0029 205-06931 4424.500 Mg | 50.00000 221225.00| 25.00000 110612.50| 48.85000 216136.83 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 205-06932 36.000 m | 20.00000 720.00| 18.00000 648.00| 30.00000 1080.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0031 205-06933 2.000 EACH | 105.00000 210.00| 90.00000 180.00| 250.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0032 205-06934 7.400 Mg | 500.00000 3700.00| 412.50000 3052.50| 394.83000 2921.74 TEMPORARY MULCHING | | | 0033 205-06935 1.000 EACH | 4500.00000 4500.00| 600.00000 600.00| 21500.00000 21500.00 TEMPORARY SEDIMENT BASIN | | | 0034 205-06936 2428.000 Mg | 30.00000 72840.00| 25.00000 60700.00| 40.07000 97289.96 TEMPORARY SEDIMENT TRAP | | | 0035 205-06937 1205.000 m | 6.00000 7230.00| 5.00000 6025.00| 5.00000 6025.00 TEMPORARY SILT FENCE | | | 0036 205-06938 488.000 m | 45.00000 21960.00| 23.00000 11224.00| 66.45000 32427.60 TEMPORARY SLOPE DRAIN | | | 0037 206-51230 568.000 m3 | 20.00000 11360.00| 33.00000 18744.00| 32.12000 18244.16 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0038 207-08262 263071.300 m2 | 5.00000 1315356.50| 6.00000 1578427.80| 6.50000 1709963.45 SUBGRADE TREATMENT, TYPE I | | | 0039 207-08263 29394.500 m2 | 6.00000 176367.00| 3.75000 110229.38| 8.65000 254262.43 SUBGRADE TREATMENT, TYPE IA | | | 0040 207-08264 11668.700 m2 | 5.00000 58343.50| 2.60000 30338.62| 3.05000 35589.54 SUBGRADE TREATMENT, TYPE II | | | 0041 207-08266 47400.600 m2 | 5.50000 260703.30| 5.00000 237003.00| 3.00000 142201.80 SUBGRADE TREATMENT, TYPE III | | | 0042 207-08267 8852.400 m2 | 5.50000 48688.20| 8.00000 70819.20| 7.60000 67278.24 SUBGRADE TREATMENT, TYPE IIIA | | | 0043 210-08082 379.400 m | 14.00000 5311.60| 13.74000 5212.96| 16.49000 6256.31 COMPOSITE FILTER SOCK | | | 0044 211-02050 2000.000 m3 | 30.00000 60000.00| 30.00000 60000.00| 26.40000 52800.00 B BORROW | | | 0045 211-06467 288.600 m3 | 55.00000 15873.00| 60.00000 17316.00| 60.40000 17431.44 AGGREGATE FOR END BENT BACKFILL | | | 0046 211-07454 33627.900 m3 | 23.00000 773441.70| 25.00000 840697.50| 26.40000 887776.56 STRUCTURE BACKFILL | | | 0047 212-06281 780.000 m3 | 20.00000 15600.00| 12.00000 9360.00| 35.70000 27846.00 STOCKPILED SELECTED MATERIAL | | | 0048 212-06282 780.000 m3 | 20.00000 15600.00| 14.00000 10920.00| 27.40000 21372.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0049 213-08058 1060.000 m3 | 150.00000 159000.00| 90.00000 95400.00| 95.45000 101177.00 FLOWABLE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 301-07448 25358.100 Mg | 22.00000 557878.20| 17.50000 443766.75| 16.50000 418408.65 COMPACTED AGGREGATE, NO. 53, BASE | | | 0051 302-06464 58425.800 m3 | 39.00000 2278606.20| 45.00000 2629161.00| 59.73000 3489773.03 SUBBASE FOR PCCP | | | 0052 302-07455 175.100 m3 | 60.00000 10506.00| 70.00000 12257.00| 49.46000 8660.45 DENSE GRADED SUBBASE | | | 0053 303-01180 52299.000 Mg | 18.00000 941382.00| 17.50000 915232.50| 14.00000 732186.00 COMPACTED AGGREGATE, NO. 53 | | | 0054 303-08210 1000.000 Mg | 28.00000 28000.00| 22.00000 22000.00| 17.00000 17000.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0055 306-08034 8447.000 m2 | 3.00000 25341.00| 2.50000 21117.50| 6.00000 50682.00 MILLING, ASPHALT, 38 mm | | | 0056 306-08043 360.000 m2 | 3.00000 1080.00| 5.00000 1800.00| 10.00000 3600.00 MILLING, TRANSITION | | | 0057 401-06264 LUMP | 9783.00000 9783.00| 6000.00000 6000.00| 9000.00000 9000.00 PROFILOGRAPH, HMA | | | 0058 401-07327 1652.800 Mg | 63.59000 105101.55| 70.00000 115696.00| 58.50000 96688.80 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0059 401-07333 3097.400 Mg | 69.57000 215486.12| 75.00000 232305.00| 64.00000 198233.60 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0060 401-07334 943.400 Mg | 90.76000 85622.98| 78.00000 73585.20| 83.50000 78773.90 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0061 401-07397 4685.200 Mg | 52.18000 244473.74| 63.00000 295167.60| 48.00000 224889.60 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0062 401-07402 5643.800 Mg | 57.61000 325139.32| 65.00000 366847.00| 53.00000 299121.40 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0063 401-07403 1736.200 Mg | 65.76000 114172.51| 65.00000 112853.00| 60.50000 105040.10 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0064 401-07408 4929.400 Mg | 48.91000 241096.95| 58.00000 285905.20| 45.00000 221823.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0065 401-07423 10472.800 Mg | 52.18000 546470.70| 58.00000 607422.40| 48.00000 502694.40 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0066 401-07429 5341.700 Mg | 46.58000 248816.39| 60.00000 320502.00| 42.85000 228891.85 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0067 402-07432 1919.900 Mg | 76.09000 146085.19| 62.00000 119033.80| 70.00000 134393.00 HMA SURFACE, TYPE A | | | 0068 402-07433 1214.000 Mg | 70.65000 85769.10| 62.00000 75268.00| 65.00000 78910.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 402-07435 4490.300 Mg | 63.05000 283113.42| 55.00000 246966.50| 58.00000 260437.40 HMA INTERMEDIATE, TYPE A | | | 0070 402-07438 2024.000 Mg | 63.05000 127613.20| 55.00000 111320.00| 58.00000 117392.00 HMA INTERMEDIATE, TYPE B | | | 0071 402-07441 6476.000 Mg | 48.91000 316741.16| 52.00000 336752.00| 45.00000 291420.00 HMA BASE, TYPE B | | | 0072 402-07453 1000.000 Mg | 63.05000 63050.00| 60.00000 60000.00| 58.00000 58000.00 HMA FOR TEMPORARY PAVEMENT | | | 0073 404-05514 1071.000 m2 | 8.86000 9489.06| 5.00000 5355.00| 8.15000 8728.65 SEAL COAT, 5 | | | 0074 406-05520 91.700 Mg | 309.79000 28407.74| 260.00000 23842.00| 285.00000 26134.50 ASPHALT FOR TACK COAT | | | 0075 501-06266 LUMP | 22795.58000 22795.58| 10000.00000 10000.00| 8672.84000 8672.84 PROFILOGRAPH, PCCP | | | 0076 501-06322 231574.400 m2 | 34.00000 7873529.60| 38.00000 8799827.20| 52.88000 12245654.27 QC/QA-PCCP, 275 mm | | | 0077 501-06727 LUMP | 13881.86000 13881.86| 10000.00000 10000.00| 6138.34000 6138.34 CORING, PCCP | | | 0078 503-05240 42620.400 m | 25.60000 1091082.24| 26.00000 1108130.40| 47.83000 2038533.73 D-1 CONTRACTION JOINT | | | 0079 503-05310 253.800 m | 280.98000 71312.72| 460.00000 116748.00| 97.50000 24745.50 TERMINAL JOINT | | | 0080 601-01522 12.000 EACH | 1600.00000 19200.00| 1800.00000 21600.00| 1600.00000 19200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0081 601-01626 2.000 EACH | 1700.00000 3400.00| 1450.00000 2900.00| 1700.00000 3400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0082 601-01740 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0083 601-05999 11.000 EACH | 40.00000 440.00| 45.00000 495.00| 40.00000 440.00 CURVED TERMINAL END | | | 0084 601-06233 10.000 EACH | 7250.00000 72500.00| 7100.00000 71000.00| 7250.00000 72500.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0085 601-06416 8.000 EACH | 550.00000 4400.00| 500.00000 4000.00| 550.00000 4400.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0086 601-06854 4.000 EACH | 2300.00000 9200.00| 2700.00000 10800.00| 2300.00000 9200.00 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 601-06855 4.000 EACH | 700.00000 2800.00| 800.00000 3200.00| 700.00000 2800.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0088 601-61390 6.000 EACH | 40.00000 240.00| 45.00000 270.00| 40.00000 240.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0089 601-94689 50.000 EACH | 2400.00000 120000.00| 2225.00000 111250.00| 2400.00000 120000.00 GUARDRAIL END TREATMENT, OS | | | 0090 601-94690 4.000 EACH | 3600.00000 14400.00| 3550.00000 14200.00| 3600.00000 14400.00 GUARDRAIL END TREATMENT, MS | | | 0091 601-99105 2377.470 m | 42.00000 99853.74| 46.40000 110314.61| 42.00000 99853.74 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0092 601-99105 154.300 m | 42.00000 6480.60| 45.70000 7051.51| 42.00000 6480.60 GUARDRAIL, W BEAM, 1.905 m SPACING , 1. | | | 83 m POST | | | 0093 601-99108 304.800 m | 58.00000 17678.40| 68.30000 20817.84| 58.00000 17678.40 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0094 602-06729 88.000 EACH | 6.00000 528.00| 10.00000 880.00| 10.00000 880.00 BARRIER DELINEATOR | | | 0095 603-01159 66.100 m | 33.40000 2207.74| 41.00000 2710.10| 33.40000 2207.74 FENCE, CHAIN LINK, 1067 mm | | | 0096 603-06040 15581.400 m | 14.60000 227488.44| 15.30000 238395.42| 14.60000 227488.44 FENCE, FARM FIELD, 1190 mm | | | 0097 605-06150 754.000 m | 42.50000 32045.00| 42.50000 32045.00| 42.50000 32045.00 CURB AND GUTTER, C, CONCRETE | | | 0098 606-07484 784.600 m | 3.06000 2400.88| 1.09000 855.21| 5.00000 3923.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0099 606-07485 19808.200 m | 3.95000 78242.39| 1.09000 21590.94| 7.00000 138657.40 MILLED PCCP SHOULDER CORRUGATIONS | | | 0100 609-06259 1190.800 m2 | 65.00000 77402.00| 110.00000 130988.00| 67.48000 80355.18 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0101 610-07486 112.000 Mg | 135.87000 15217.44| 75.00000 8400.00| 125.00000 14000.00 HMA FOR APPROACHES, TYPE A | | | 0102 610-07487 1315.500 Mg | 94.57000 124406.84| 75.00000 98662.50| 87.00000 114448.50 HMA FOR APPROACHES, TYPE B | | | 0103 610-08526 5532.000 m2 | 32.99000 182500.68| 50.00000 276600.00| 60.00000 331920.00 PCCP FOR APPROACHES, 275 mm | | | 0104 610-52817 2.000 EACH | 33570.33000 67140.66| 35000.00000 70000.00| 55000.00000 110000.00 TEMPORARY CROSSOVER, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 611-05330 731.000 m2 | 39.00000 28509.00| 39.00000 28509.00| 39.00000 28509.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0106 611-06497 5.000 EACH | 140.00000 700.00| 190.00000 950.00| 140.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0107 611-06498 4.000 EACH | 180.00000 720.00| 225.00000 900.00| 180.00000 720.00 MAILBOX ASSEMBLY, DOUBLE | | | 0108 615-06490 219.000 EACH | 120.00000 26280.00| 115.00000 25185.00| 120.00000 26280.00 RIGHT OF WAY MARKER | | | 0109 615-06505 32.000 EACH | 400.00000 12800.00| 475.00000 15200.00| 400.00000 12800.00 MONUMENT, B | | | 0110 615-06510 28.000 EACH | 250.00000 7000.00| 395.00000 11060.00| 250.00000 7000.00 MONUMENT, C | | | 0111 615-06515 2.000 EACH | 200.00000 400.00| 130.00000 260.00| 200.00000 400.00 MONUMENT, D | | | 0112 616-02320 18080.000 m2 | 3.18000 57494.40| 2.00000 36160.00| 2.60000 47008.00 GEOTEXTILES | | | 0113 616-05688 2710.000 Mg | 36.50000 98915.00| 25.00000 67750.00| 29.65000 80351.50 RIPRAP, CLASS 1 | | | 0114 616-05689 1368.000 Mg | 37.09000 50739.12| 28.00000 38304.00| 32.50000 44460.00 RIPRAP, CLASS 2 | | | 0115 616-06405 14635.900 Mg | 27.67000 404975.35| 19.00000 278082.10| 24.95000 365165.71 RIPRAP, REVETMENT | | | 0116 616-06451 231.000 Mg | 31.22000 7211.82| 38.00000 8778.00| 39.66000 9161.46 RIPRAP, UNIFORM | | | 0117 616-51367 907.700 m2 | 60.00000 54462.00| 110.00000 99847.00| 66.47000 60334.82 SLOPEWALL, CONCRETE, 100 mm | | | 0118 621-01004 13.000 EACH | 690.00000 8970.00| 690.00000 8970.00| 690.00000 8970.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0119 621-02770 16632.000 m2 | 1.79000 29771.28| 1.79000 29771.28| 1.79000 29771.28 EROSION CONTROL BLANKET | | | 0120 621-04258 33.550 kg | 85.80000 2878.59| 85.80000 2878.59| 85.80000 2878.59 SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0121 621-04258 793.430 kg | 122.00000 96798.46| 122.00000 96798.46| 122.00000 96798.46 SEED MIXTURE , LOW PROFILE, PRAIRIE MIX | | | 0123 621-06545 142.630 Mg | 544.00000 77590.72| 544.00000 77590.72| 544.00000 77590.72 FERTILIZER | | | 0124 621-06553 24159.500 kg | 5.89000 142299.46| 5.89000 142299.46| 5.89000 142299.46 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 621-06555 95.200 kg | 11.50000 1094.80| 11.50000 1094.80| 11.50000 1094.80 SEED MIXTURE, P | | | 0126 621-06557 355.600 kg | 5.00000 1778.00| 5.00000 1778.00| 5.00000 1778.00 SEED MIXTURE, T | | | 0127 621-06565 654.800 Mg | 412.50000 270105.00| 412.50000 270105.00| 412.50000 270105.00 MULCHING MATERIAL | | | 0128 621-06567 820.400 kL | 20.00000 16408.00| 20.00000 16408.00| 20.00000 16408.00 WATER | | | 0129 621-06574 47188.200 m2 | 3.04000 143452.13| 3.04000 143452.13| 3.94000 185921.51 SODDING | | | 0130 621-07082 56.000 EACH | 250.00000 14000.00| 600.00000 33600.00| 670.00000 37520.00 DEFLECTOR ROOT WAD | | | 0131 621-07618 218174.000 m2 | 8.63000 1882841.62| 8.00000 1745392.00| 10.15000 2214466.10 COMPOST SOIL BLANKET | | | 0133 622-52436 37.000 EACH | 31.00000 1147.00| 31.00000 1147.00| 31.00000 1147.00 SIGN, DO NOT MOW OR SPRAY | | | 0134 622-91786 26495.000 EACH | 4.74000 125586.30| 4.74000 125586.30| 4.74000 125586.30 SEEDLING | | | 0135 622-91786 125.000 EACH | 25.48000 3185.00| 25.48000 3185.00| 25.48000 3185.00 SEEDLING , 3 GALLON CONTAINER, GROWN | | | 0136 622-91786 3325.000 EACH | 4.60000 15295.00| 4.60000 15295.00| 4.60000 15295.00 SEEDLING , LIVE STAKE | | | 0137 701-08072 217.200 m | 220.00000 47784.00| 275.00000 59730.00| 319.97000 69497.48 PILE, STEEL H, HP 360 X 175 | | | 0138 701-51195 136.800 m | 165.00000 22572.00| 190.00000 25992.00| 245.02000 33518.74 PILE, STEEL H, HP 310 X 79 | | | 0139 701-91792 42.000 EACH | 200.00000 8400.00| 100.00000 4200.00| 100.24000 4210.08 PILE TIP, STEEL H , 310 mm | | | 0140 701-91792 24.000 EACH | 250.00000 6000.00| 105.00000 2520.00| 127.35000 3056.40 PILE TIP, STEEL H , 360 mm | | | 0141 701-92043 6.000 m | 1800.00000 10800.00| 1500.00000 9000.00| 791.67000 4750.02 CORED HOLE IN ROCK, 457 mm | | | 0142 701-95780 87.600 m | 260.00000 22776.00| 293.00000 25666.80| 364.71000 31948.60 PILE, STEEL H, HP 310 X 110 | | | 0143 702-51005 172.800 m3 | 700.00000 120960.00| 1000.00000 172800.00| 624.69000 107946.43 CONCRETE, A, SUBSTRUCTURE | | | 0144 702-51015 143.600 m3 | 500.00000 71800.00| 600.00000 86160.00| 333.44000 47881.98 CONCRETE, B, FOOTINGS | | | 0145 702-51100 497.200 kg | 9.00000 4474.80| 8.00000 3977.60| 16.54000 8223.69 DRAIN PIPE, CAST IRON, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 702-51110 1752.400 kg | 5.40000 9462.96| 6.00000 10514.40| 4.69000 8218.76 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0147 702-90915 576.070 m3 | 967.81000 557526.31| 60.00000 34564.20| 386.82000 222835.40 CONCRETE, A | | | 0148 703-51030 18570.830 kg | 1.76000 32684.66| 1.70000 31570.41| 1.83000 33984.62 REINFORCING STEEL | | | 0149 703-51032 237372.000 kg | 1.90000 451006.80| 1.75000 415401.00| 1.98000 469996.56 REINFORCING STEEL, EPOXY COATED | | | 0150 704-51002 1281.300 m3 | 535.00000 685495.50| 850.00000 1089105.00| 626.53000 802772.89 CONCRETE, C, SUPERSTRUCTURE | | | 0151 706-05732 24.000 EACH | 1000.00000 24000.00| 1300.00000 31200.00| 1153.52000 27684.48 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0152 706-51020 127.300 m3 | 400.00000 50920.00| 600.00000 76380.00| 242.24000 30837.15 CONCRETE, C, RAILING | | | 0153 707-05984 250.800 m | 600.00000 150480.00| 650.00000 163020.00| 587.61000 147372.59 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0154 707-05996 1009.800 m | 1100.00000 1110780.00| 1200.00000 1211760.00| 1388.04000 1401642.79 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0155 707-06524 118.800 m | 1000.00000 118800.00| 1100.00000 130680.00| 960.65000 114125.22 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524mm x 1067mm | | | 0156 707-07605 108.000 m | 1000.00000 108000.00| 1050.00000 113400.00| 978.78000 105708.24 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1350 mm X 1200 mm | | | 0157 709-51821 LUMP | 3530.00000 3530.00| 3530.00000 3530.00| 3818.17000 3818.17 SURFACE SEAL , STR. NO. 2 | | | 0158 709-51821 LUMP | 3320.00000 3320.00| 3320.00000 3320.00| 3425.97000 3425.97 SURFACE SEAL , STR. NO. 3 | | | 0159 709-51821 LUMP | 20440.00000 20440.00| 20440.00000 20440.00| 24454.72000 24454.72 SURFACE SEAL , STR. NO. 4 | | | 0160 709-51821 LUMP | 6640.00000 6640.00| 6640.00000 6640.00| 6713.51000 6713.51 SURFACE SEAL STRUCTURE NO.1 | | | 0161 711-51070 16.000 EACH | 65.00000 1040.00| 85.00000 1360.00| 68.35000 1093.60 ANCHOR PLATE, AP 1 | | | 0162 713-97149 3.000 EACH | 33316.38000 99949.14| 12000.00000 36000.00| 27500.00000 82500.00 TEMPORARY RAMP | | | 0163 714-01366 61.800 m | 1828.92000 113027.26| 2200.00000 135960.00| 2025.00000 125145.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0164 714-01634 27.000 m | 1435.30000 38753.10| 1500.00000 40500.00| 1535.00000 41445.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0166 714-03571 24.500 m | 1995.96000 48901.02| 2700.00000 66150.00| 2435.00000 59657.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 900 mm | | | 0167 714-06056 161.100 m | 1903.48000 306650.63| 2500.00000 402750.00| 2068.00000 333154.80 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3300 mm X 1200 mm | | | 0169 714-07112 80.000 m | 3206.41000 256512.80| 3800.00000 304000.00| 2720.00000 217600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4800 mm X 1200 mm | | | 0170 714-07318 22.000 m | 3129.12000 68840.64| 3780.00000 83160.00| 3010.00000 66220.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1800 mm | | | 0171 714-07318 25.900 m | 3024.86000 78343.87| 4300.00000 111370.00| 3870.00000 100233.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1800 mm (TEMPORARY | | | STRUCTURE) | | | 0172 714-26703 12.200 m | 1049.74000 12806.83| 1500.00000 18300.00| 2260.00000 27572.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm (TEMPORARY | | | CULVERT EXTENSION) | | | 0173 714-26709 23.500 m | 1330.28000 31261.58| 1700.00000 39950.00| 1750.00000 41125.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1500 mm | | | 0174 714-26717 55.300 m | 2114.00000 116904.20| 2300.00000 127190.00| 2240.00000 123872.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0175 714-26724 48.200 m | 2244.18000 108169.48| 2800.00000 134960.00| 2800.00000 134960.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0176 714-99348 34.100 m | 862.47000 29410.23| 1200.00000 40920.00| 1285.00000 43818.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0177 715-02398 1.000 EACH | 2888.98000 2888.98| 3000.00000 3000.00| 2530.00000 2530.00 SAFETY METAL END SECTION, 6:1, 900 mm | | | 0178 715-03475 10.000 EACH | 471.18000 4711.80| 750.00000 7500.00| 340.00000 3400.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 715-03476 2.000 EACH | 883.63000 1767.26| 1200.00000 2400.00| 660.00000 1320.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0180 715-05019 798.500 m | 256.79000 205046.82| 220.00000 175670.00| 270.00000 215595.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0181 715-05048 36798.400 m | 6.55000 241029.52| 10.00000 367984.00| 10.95000 402942.48 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0182 715-05053 3065.500 m | 62.22000 190735.41| 35.00000 107292.50| 31.50000 96563.25 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0183 715-05121 23.000 m | 153.10000 3521.30| 140.00000 3220.00| 126.10000 2900.30 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0184 715-05122 23.500 m | 145.21000 3412.44| 150.00000 3525.00| 150.00000 3525.00 PIPE, TYPE 1, CIRCULAR, 525 mm | | | 0185 715-05122 23.500 m | 271.29000 6375.32| 160.00000 3760.00| 127.80000 3003.30 PIPE, TYPE 1, CIRCULAR, 525 mm | | | (TEMPORARY) | | | 0186 715-05123 29.000 m | 155.93000 4521.97| 170.00000 4930.00| 199.10000 5773.90 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0187 715-05128 38.000 m | 348.23000 13232.74| 400.00000 15200.00| 389.00000 14782.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0188 715-05145 83.500 m | 1017.11000 84928.69| 1300.00000 108550.00| 1057.00000 88259.50 PIPE, TYPE 1, CIRCULAR, 2400 mm | | | 0189 715-05149 119.600 m | 101.51000 12140.60| 100.00000 11960.00| 92.20000 11027.12 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0190 715-05151 1378.000 m | 150.82000 207829.96| 110.00000 151580.00| 108.30000 149237.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0191 715-05152 60.000 m | 146.12000 8767.20| 145.00000 8700.00| 145.10000 8706.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0192 715-05154 112.000 m | 194.13000 21742.56| 165.00000 18480.00| 163.00000 18256.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0193 715-05169 209.200 m | 159.89000 33448.99| 110.00000 23012.00| 114.70000 23995.24 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0194 715-05171 14.000 m | 164.93000 2309.02| 150.00000 2100.00| 163.50000 2289.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0195 715-05175 10.000 m | 194.17000 1941.70| 220.00000 2200.00| 300.10000 3001.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0196 715-05361 21.900 m | 174.08000 3812.35| 110.00000 2409.00| 173.80000 3806.22 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0197 715-05362 21.000 m | 177.87000 3735.27| 120.00000 2520.00| 198.40000 4166.40 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.15 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 715-05371 33.000 m | 261.16000 8618.28| 220.00000 7260.00| 211.50000 6979.50 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0199 715-05407 337.000 m | 20.00000 6740.00| 25.00000 8425.00| 40.00000 13480.00 PIPE, END BENT DRAIN, 150 mm | | | 0200 715-06004 2.000 EACH | 2523.40000 5046.80| 3000.00000 6000.00| 1811.19000 3622.38 CONCRETE ANCHOR, 1200 mm | | | 0201 715-06691 2.000 EACH | 2685.66000 5371.32| 3300.00000 6600.00| 2036.19000 4072.38 CONCRETE ANCHOR, 2400 mm | | | 0202 715-07108 4.000 EACH | 936.68000 3746.72| 1000.00000 4000.00| 446.40000 1785.60 SAFETY METAL END SECTION, MIN. AREA 0. | | | 60 m2 | | | 0203 715-46000 4.000 EACH | 406.39000 1625.56| 400.00000 1600.00| 150.00000 600.00 PIPE END SECTION, 300 mm | | | 0204 715-46005 70.000 EACH | 427.98000 29958.60| 450.00000 31500.00| 195.00000 13650.00 PIPE END SECTION, 375 mm | | | 0205 715-46010 4.000 EACH | 483.94000 1935.76| 500.00000 2000.00| 200.00000 800.00 PIPE END SECTION, 450 mm | | | 0206 715-46015 2.000 EACH | 634.43000 1268.86| 550.00000 1100.00| 420.00000 840.00 PIPE END SECTION, 525 mm | | | 0207 715-46020 4.000 EACH | 696.86000 2787.44| 580.00000 2320.00| 240.00000 960.00 PIPE END SECTION, 600 mm | | | 0208 715-46030 2.000 EACH | 801.25000 1602.50| 1000.00000 2000.00| 620.00000 1240.00 PIPE END SECTION, 750 mm | | | 0209 715-46040 24.000 EACH | 1106.61000 26558.64| 1100.00000 26400.00| 780.00000 18720.00 PIPE END SECTION, 900 mm | | | 0210 715-46050 4.000 EACH | 772.49000 3089.96| 500.00000 2000.00| 245.00000 980.00 PIPE END SECTION, MIN. AREA .15 m2 | | | 0211 718-06528 44.000 EACH | 598.08000 26315.52| 600.00000 26400.00| 777.00000 34188.00 OUTLET PROTECTOR, 1 | | | 0212 718-06529 320.000 EACH | 575.40000 184128.00| 575.00000 184000.00| 630.00000 201600.00 OUTLET PROTECTOR, 2 | | | 0213 718-06532 4600.000 m | 2.51000 11546.00| 2.50000 11500.00| 2.63000 12098.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0214 718-52610 10726.200 m3 | 54.01000 579322.06| 43.00000 461226.60| 40.75000 437092.65 AGGREGATE FOR UNDERDRAINS | | | 0215 718-99153 8696.300 m2 | 1.60000 13914.08| 2.00000 17392.60| 1.60000 13914.08 GEOTEXTILES FOR UNDERDRAIN | | | 0216 720-45025 8.000 EACH | 2030.82000 16246.56| 2200.00000 17600.00| 2785.00000 22280.00 INLET, D6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0217 720-45035 1.000 EACH | 1734.86000 1734.86| 2300.00000 2300.00| 2180.00000 2180.00 INLET, F7 | | | 0218 720-45066 2.000 EACH | 3994.19000 7988.38| 5000.00000 10000.00| 3860.00000 7720.00 INLET, N12, MODIFIED | | | 0219 720-45070 35.000 EACH | 2779.55000 97284.25| 3200.00000 112000.00| 2442.00000 85470.00 INLET, P12A | | | 0220 720-45410 4.000 EACH | 2434.93000 9739.72| 3500.00000 14000.00| 3300.00000 13200.00 MANHOLE, C4 | | | 0221 720-98174 5.000 EACH | 2557.79000 12788.95| 3500.00000 17500.00| 3530.00000 17650.00 INLET, B15 | | | 0222 720-98555 1.000 EACH | 2557.79000 2557.79| 3500.00000 3500.00| 3530.00000 3530.00 INLET, C15 | | | 0223 723-06660 368.920 m2 | 838.41000 309306.22| 0.10000 36.89| 840.35000 310021.92 WINGWALL | | | 0224 723-06971 69.000 m | 3958.80000 273157.20| 5000.00000 345000.00| 4027.03000 277865.07 STRUCTURE, PRECAST THREE-SIDED, 4800 mm | | | X 2100 mm | | | 0225 723-07105 98.750 m | 4961.92000 489989.60| 6500.00000 641875.00| 5881.72000 580819.85 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3050 mm | | | 0226 723-07311 29.600 m | 3163.59000 93642.26| 7500.00000 222000.00| 4073.99000 120590.10 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2440 mm | | | 0227 723-07711 82.000 m | 3855.00000 316110.00| 6000.00000 492000.00| 3573.47000 293024.54 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 1520 mm | | | 0228 723-08050 25.600 m | 4691.52000 120102.91| 7600.00000 194560.00| 5960.71000 152594.18 STRUCTURE, PRECAST THREE-SIDED, 5480 mm | | | x 2440 mm | | | 0229 723-08051 122.000 m | 3899.19000 475701.18| 5500.00000 671000.00| 3977.08000 485203.76 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 1830 mm , STR. NO. 5 | | | 0231 723-08052 85.500 m | 2970.67000 253992.29| 5300.00000 453150.00| 4044.63000 345815.87 STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | X 2440 mm | | | 0232 801-01093 8.000 EACH | 1500.00000 12000.00| 2450.00000 19600.00| 2650.00000 21200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0233 801-04308 37.000 EACH | 275.00000 10175.00| 695.00000 25715.00| 650.00000 24050.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0234 801-06199 6.000 EACH | 350.00000 2100.00| 495.00000 2970.00| 495.00000 2970.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0235 801-06201 90.000 m2 | 257.00000 23130.00| 280.00000 25200.00| 350.00000 31500.00 TEMPORARY PANEL SIGNS | | | 0236 801-06203 6248.000 m | 1.00000 6248.00| 1.00000 6248.00| 4.00000 24992.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0237 801-06207 17261.000 m | 2.85000 49193.85| 5.00000 86305.00| 3.02000 52128.22 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0238 801-06469 800.000 m | 5.50000 4400.00| 8.00000 6400.00| 6.04000 4832.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0239 801-06577 125.000 m | 6.50000 812.50| 28.00000 3500.00| 18.12000 2265.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0240 801-06586 150.000 m | 2.00000 300.00| 3.00000 450.00| 3.25000 487.50 TEMPORARY PAVEMENT MARKING, 200 mm | | | 0241 801-06625 63.000 EACH | 140.00000 8820.00| 145.00000 9135.00| 195.00000 12285.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0242 801-06640 115.000 EACH | 200.00000 23000.00| 295.00000 33925.00| 525.00000 60375.00 CONSTRUCTION SIGN, A | | | 0243 801-06645 14.000 EACH | 80.00000 1120.00| 60.00000 840.00| 125.00000 1750.00 CONSTRUCTION SIGN, B | | | 0244 801-06710 630.000 DAY | 8.00000 5040.00| 16.00000 10080.00| 12.00000 7560.00 FLASHING ARROW SIGN | | | 0245 801-06775 LUMP | 559440.05000 559440.05| 424000.00000 424000.00| 607964.63000 607964.63 MAINTAINING TRAFFIC | | | 0246 801-07024 2.000 EACH | 5900.00000 11800.00| 10000.00000 20000.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0247 801-07118 28.800 m | 60.00000 1728.00| 83.00000 2390.40| 82.00000 2361.60 BARRICADE, III-A | | | 0248 801-07119 476.000 m | 80.00000 38080.00| 95.60000 45505.60| 65.00000 30940.00 BARRICADE, III-B | | | 0249 801-07120 212.400 m | 150.00000 31860.00| 136.55000 29003.22| 102.00000 21664.80 BARRICADE, III, PERMANENT | | | 0250 801-07606 510.000 m | 149.86000 76428.60| 85.00000 43350.00| 91.39000 46608.90 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0251 801-08388 1660.000 m | 103.80000 172308.00| 75.00000 124500.00| 90.92000 150927.20 TEMPORARY TRAFFIC BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0252 801-08389 360.000 m | 164.43000 59194.80| 85.00000 30600.00| 119.70000 43092.00 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0253 801-08401 557.000 m | 124.72000 69469.04| 65.00000 36205.00| 131.14000 73044.98 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0254 801-09133 2.000 EACH | 20000.00000 40000.00| 12000.00000 24000.00| 16898.00000 33796.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0255 802-02475 3.000 EACH | 450.00000 1350.00| 450.00000 1350.00| 450.00000 1350.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0256 802-05694 4.000 EACH | 44500.00000 178000.00| 44500.00000 178000.00| 44500.00000 178000.00 OVERHEAD SIGN STRUCTURE , BOX TRUSS, | | | SPAN | | | 0257 802-05701 518.220 m | 26.50000 13732.83| 26.50000 13732.83| 26.50000 13732.83 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0258 802-05702 238.500 m | 23.80000 5676.30| 23.80000 5676.30| 23.80000 5676.30 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0259 802-05705 69.410 m | 28.00000 1943.48| 28.00000 1943.48| 28.00000 1943.48 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0260 802-07057 471.000 m2 | 170.00000 80070.00| 170.00000 80070.00| 170.00000 80070.00 SIGN, PANEL, WITH LEGEND | | | 0261 802-07059 93.000 EACH | 30.00000 2790.00| 30.00000 2790.00| 30.00000 2790.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0262 802-07060 3.000 EACH | 100.00000 300.00| 100.00000 300.00| 100.00000 300.00 SIGN, SHEET, RELOCATE | | | 0263 802-07138 2.000 EACH | 380.00000 760.00| 380.00000 760.00| 380.00000 760.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0264 802-07151 20.000 EACH | 370.00000 7400.00| 370.00000 7400.00| 370.00000 7400.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0265 802-07152 2.000 EACH | 390.00000 780.00| 390.00000 780.00| 390.00000 780.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0266 802-07153 24.000 EACH | 400.00000 9600.00| 400.00000 9600.00| 400.00000 9600.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0267 802-07154 4.000 EACH | 410.00000 1640.00| 410.00000 1640.00| 410.00000 1640.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0268 802-07158 4.000 EACH | 4450.00000 17800.00| 4450.00000 17800.00| 4450.00000 17800.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0269 802-07275 3.000 EACH | 6250.00000 18750.00| 6250.00000 18750.00| 6250.00000 18750.00 BOX TRUSS SIGN FOUNDATION, V-C | | | 0270 802-07278 5.000 EACH | 6340.00000 31700.00| 6340.00000 31700.00| 6340.00000 31700.00 BOX TRUSS SIGN FOUNDATION, V-D | | | 0271 802-76025 26.300 m2 | 108.50000 2853.55| 108.50000 2853.55| 108.50000 2853.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0272 802-76035 180.130 m2 | 110.00000 19814.30| 110.00000 19814.30| 110.00000 19814.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0273 802-76045 25.800 m2 | 124.50000 3212.10| 124.50000 3212.10| 124.50000 3212.10 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0274 802-76065 7.000 m | 18.00000 126.00| 18.00000 126.00| 18.00000 126.00 SIGN POST, B | | | 0275 802-76095 8452.000 kg | 4.00000 33808.00| 4.00000 33808.00| 4.00000 33808.00 STRUCTURAL STEEL, BREAKAWAY | | | 0276 802-76140 4.000 EACH | 19500.00000 78000.00| 19500.00000 78000.00| 19500.00000 78000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0277 804-06740 199.000 EACH | 70.00000 13930.00| 22.00000 4378.00| 70.00000 13930.00 DELINEATOR WITH POST, D2 | | | 0278 805-06592 157.000 m | 50.00000 7850.00| 50.00000 7850.00| 50.00000 7850.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0279 805-86889 112.500 m | 1.20000 135.00| 0.40000 45.00| 0.40000 45.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0280 805-98336 628.000 m | 22.00000 13816.00| 18.50000 11618.00| 18.50000 11618.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0281 807-02193 9.000 EACH | 760.00000 6840.00| 800.00000 7200.00| 800.00000 7200.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0282 807-07580 965.100 m | 22.00000 21232.20| 18.50000 17854.35| 18.50000 17854.35 WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0283 807-84804 7.000 EACH | 1400.00000 9800.00| 1580.00000 11060.00| 1580.00000 11060.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0284 807-84856 2.000 EACH | 1600.00000 3200.00| 1680.00000 3360.00| 1680.00000 3360.00 LIGHT POLE, 13.4 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0285 807-86620 9.000 EACH | 230.00000 2070.00| 250.00000 2250.00| 250.00000 2250.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0286 807-86810 1.000 EACH | 3800.00000 3800.00| 4200.00000 4200.00| 4200.00000 4200.00 SERVICE POINT, II | | | 0287 807-86910 9.000 EACH | 35.00000 315.00| 24.50000 220.50| 24.50000 220.50 CONNECTOR KIT, UNFUSED | | | 0288 807-86915 9.000 EACH | 36.00000 324.00| 26.00000 234.00| 26.00000 234.00 CONNECTOR KIT, FUSED | | | 0289 807-86920 10.000 EACH | 20.00000 200.00| 20.00000 200.00| 20.00000 200.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0290 807-86930 17.000 EACH | 18.00000 306.00| 14.00000 238.00| 14.00000 238.00 INSULATION LINK, NONWATERPROOFED | | | 0291 807-86955 6.000 EACH | 70.00000 420.00| 40.00000 240.00| 40.00000 240.00 CABLE DUCT MARKER | | | 0292 808-01226 1290.000 EACH | 14.65000 18898.50| 7.00000 9030.00| 13.65000 17608.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0293 808-03002 11774.000 m | 1.25000 14717.50| 0.01000 117.74| 1.25000 14717.50 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0294 808-03631 40761.000 m | 1.25000 50951.25| 0.01000 407.61| 1.25000 50951.25 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0295 808-03632 33520.000 m | 1.25000 41900.00| 0.01000 335.20| 1.25000 41900.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0296 808-05534 1203.000 m | 2.50000 3007.50| 0.01000 12.03| 2.50000 3007.50 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0297 808-05535 205.000 m | 13.94000 2857.70| 58.50000 11992.50| 13.94000 2857.70 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0298 808-06703 213.000 m | 1.48000 315.24| 1.70000 362.10| 1.48000 315.24 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0299 808-06716 5679.000 m | 0.80000 4543.20| 2.00000 11358.00| 0.80000 4543.20 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0300 808-06800 15.000 m | 13.94000 209.10| 58.50000 877.50| 13.94000 209.10 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0301 808-07310 186.000 m | 6.97000 1296.42| 25.85000 4808.10| 6.97000 1296.42 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0302 808-74805 317.700 m | 13.94000 4428.74| 1.00000 317.70| 13.94000 4428.74 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0303 808-74807 38.000 EACH | 132.00000 5016.00| 211.00000 8018.00| 132.00000 5016.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0304 808-74808 27.000 EACH | 188.00000 5076.00| 215.00000 5805.00| 188.00000 5076.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0305 808-75073 8.000 EACH | 545.00000 4360.00| 350.00000 2800.00| 545.00000 4360.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0306 808-75245 2514.000 m | 1.48000 3720.72| 1.70000 4273.80| 1.48000 3720.72 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0307 808-75297 11.000 m | 13.15000 144.65| 33.00000 363.00| 13.15000 144.65 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0308 808-75320 5.000 EACH | 120.00000 600.00| 150.00000 750.00| 120.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0309 808-75325 2.000 EACH | 175.00000 350.00| 200.00000 400.00| 175.00000 350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0310 808-75998 224.000 EACH | 26.00000 5824.00| 16.50000 3696.00| 25.00000 5600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0311 205-08384 11381.000 m | 11.84000 134751.04| 10.30000 117224.30| 12.38000 140896.78 COMPOST | | | 0312 205-08593 218174.000 m2 | 0.47000 102541.78| 0.41000 89451.34| 0.49000 106905.26 MICROBLEND ADDITIVE | | | 0313 205-08594 11381.000 m | 3.95000 44954.95| 3.44000 39150.64| 4.13000 47003.53 FILTER SOCK | | | 0314 621-07082 10.000 EACH | 250.00000 2500.00| 600.00000 6000.00| 670.00000 6700.00 DEFLECTOR , ROOT WAD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 290 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 44,880,920 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : R -28507-A COUNTIES : DUBOIS SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 99-9994759 |CRIDER & CRIDER, INC. |GOHMANN ASPHALT & CONSTR., I |RIETH RILEY/WEDDLE J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0315 503-03489 1500.000 EACH | 13.52000 20280.00| 18.00000 27000.00| 65.00000 97500.00 RETROFITTED TIE BARS | | | SECTION TOTALS | $ 46,667,187.76| $ 48,959,000.00| $ 56,372,496.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 46,667,187.76| $ 48,959,000.00| $ 56,372,496.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 793,243.00 ROUTE : 18TH STREET CALL ORDER : 310 CONTRACT ID : R -28573-A COUNTIES : TIPPECANOE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-0918397 RIETH RILEY CONSTRUCTION $ 749,680.20 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 782,462.82 104.3729% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 839,000.00 111.9144% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 12500.00000 12500.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2998.30000 17989.80| 2900.00000 17400.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP | 53403.50000 53403.50| 38000.00000 38000.00| 44865.61000 44865.61 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 15355.54000 15355.54| 11000.00000 11000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 893.000 SYS | 18.83000 16815.19| 10.00000 8930.00| 22.40000 20003.20 PAVEMENT REMOVAL | | | 0006 202-03000 LUMP | 7703.80000 7703.80| 15000.00000 15000.00| 12500.00000 12500.00 HOUSES AND BUILDINGS, REMOVE | | | 0007 203-02000 2116.000 CYS | 14.18000 30004.88| 24.00000 50784.00| 42.00000 88872.00 EXCAVATION, COMMON | | | 0008 207-08268 4316.000 SYS | 13.82000 59647.12| 14.25000 61503.00| 16.15000 69703.40 SUBGRADE TREATMENT, TYPE IV | | | 0009 210-07739 101.000 EACH | 112.00000 11312.00| 115.00000 11615.00| 112.00000 11312.00 TEMPORARY REGULATORY/WARNING SIGNS | | | 0010 210-07739 101.000 EACH | 97.20000 9817.20| 95.00000 9595.00| 97.20000 9817.20 TEMPORARY SIGN POST, A | | | 0011 211-07454 281.000 CYS | 13.12000 3686.72| 25.00000 7025.00| 26.70000 7502.70 STRUCTURE BACKFILL | | | 0012 303-01180 149.000 TON | 53.89000 8029.61| 29.00000 4321.00| 45.71000 6810.79 COMPACTED AGGREGATE, NO. 53 | | | 0013 402-07433 312.000 TON | 64.29000 20058.48| 75.00000 23400.00| 74.33000 23190.96 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 793,243.00 ROUTE : 18TH STREET CALL ORDER : 310 CONTRACT ID : R -28573-A COUNTIES : TIPPECANOE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 402-07438 519.000 TON | 55.46000 28783.74| 62.00000 32178.00| 61.03000 31674.57 HMA INTERMEDIATE, TYPE B | | | 0015 402-07441 1792.000 TON | 49.23000 88220.16| 54.00000 96768.00| 55.52000 99491.84 HMA BASE, TYPE B | | | 0016 406-05520 2.830 TON | 291.52000 825.00| 1900.00000 5377.00| 125.00000 353.75 ASPHALT FOR TACK COAT | | | 0017 604-06070 174.000 SYS | 90.00000 15660.00| 88.50000 15399.00| 89.75000 15616.50 SIDEWALK, CONCRETE , STAMPED | | | 0018 604-07900 64.000 SYS | 167.56000 10723.84| 210.00000 13440.00| 261.06000 16707.84 CURB RAMP, CONCRETE, F | | | 0019 604-07901 5.000 SYS | 261.58000 1307.90| 650.00000 3250.00| 315.37000 1576.85 CURB RAMP, CONCRETE, G | | | 0020 604-44251 5.000 CYS | 581.84000 2909.20| 1175.00000 5875.00| 1335.95000 6679.75 STEPS, CONCRETE | | | 0021 604-91531 489.000 SYS | 33.50000 16381.50| 42.00000 20538.00| 49.49000 24200.61 SIDEWALK, CONCRETE, 4 IN. | | | 0022 605-06090 347.000 LFT | 30.09000 10441.23| 14.00000 4858.00| 26.23000 9101.81 CURB, INTEGRAL, CONCRETE , STAMPED | | | 0023 605-06120 482.000 LFT | 18.41000 8873.62| 28.50000 13737.00| 24.72000 11915.04 CURB, CONCRETE | | | 0024 605-06140 1069.000 LFT | 21.37000 22844.53| 22.00000 23518.00| 18.59000 19872.71 CURB AND GUTTER, CONCRETE | | | 0025 610-07712 220.000 SYS | 60.33000 13272.60| 65.00000 14300.00| 68.34000 15034.80 PCCP FOR APPROACHES, 6 IN. | | | 0026 615-06505 6.000 EACH | 550.00000 3300.00| 650.00000 3900.00| 550.00000 3300.00 MONUMENT, B | | | 0027 621-06567 2.300 kGAL | 10.00000 23.00| 10.00000 23.00| 10.00000 23.00 WATER | | | 0028 621-06570 313.000 CYS | 36.73000 11496.49| 57.00000 17841.00| 57.70000 18060.10 TOP SOIL | | | 0029 621-06574 570.000 SYS | 8.15000 4645.50| 8.00000 4560.00| 13.85000 7894.50 SODDING | | | 0030 715-05149 71.000 LFT | 56.97000 4044.87| 85.00000 6035.00| 132.76000 9425.96 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0031 715-05151 289.000 LFT | 52.35000 15129.15| 55.00000 15895.00| 60.56000 17501.84 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0032 720-44000 4.000 EACH | 356.83000 1427.32| 550.00000 2200.00| 615.03000 2460.12 CASTING, ADJUST TO GRADE | | | 0033 720-45090 1.000 EACH | 3248.12000 3248.12| 2800.00000 2800.00| 2238.17000 2238.17 INLET, UA , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 793,243.00 ROUTE : 18TH STREET CALL ORDER : 310 CONTRACT ID : R -28573-A COUNTIES : TIPPECANOE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 720-45095 2.000 EACH | 5523.26000 11046.52| 5400.00000 10800.00| 2604.36000 5208.72 INLET, WA , MODIFIED | | | 0035 720-45410 3.000 EACH | 5864.60000 17593.80| 3200.00000 9600.00| 4953.96000 14861.88 MANHOLE, C4 | | | 0036 720-93443 4.000 EACH | 3248.11000 12992.44| 2250.00000 9000.00| 2238.15000 8952.60 INLET, U , MODIFIED | | | 0037 720-94525 1.000 EACH | 5523.26000 5523.26| 5150.00000 5150.00| 4047.65000 4047.65 INLET, W , MODIFIED | | | 0038 720-97359 4.000 EACH | 1107.59000 4430.36| 660.00000 2640.00| 1250.00000 5000.00 WATER METER AND LINE, RELOCATE | | | 0039 732-08419 38.000 SYS | 166.00000 6308.00| 125.00000 4750.00| 125.00000 4750.00 MODULAR BLOCK WALL | | | 0040 732-08421 38.000 SYS | 352.46000 13393.48| 185.00000 7030.00| 100.00000 3800.00 MODULAR BLOCK WALL ERECTION | | | 0041 801-04308 4.000 EACH | 300.00000 1200.00| 154.00000 616.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06207 276.000 LFT | 1.30000 358.80| 1.90000 524.40| 1.30000 358.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06211 6.000 EACH | 98.00000 588.00| 66.50000 399.00| 98.00000 588.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0044 801-06218 20.000 LFT | 7.75000 155.00| 5.50000 110.00| 7.75000 155.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0045 801-06625 42.000 EACH | 75.00000 3150.00| 81.00000 3402.00| 75.00000 3150.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 20.000 EACH | 98.00000 1960.00| 105.00000 2100.00| 98.00000 1960.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 10.000 EACH | 50.00000 500.00| 57.00000 570.00| 50.00000 500.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP | 2650.00000 2650.00| 24300.00000 24300.00| 8280.28000 8280.28 MAINTAINING TRAFFIC | | | 0049 801-07118 30.000 LFT | 15.00000 450.00| 13.00000 390.00| 15.00000 450.00 BARRICADE, III-A | | | 0050 801-07119 80.000 LFT | 18.75000 1500.00| 13.00000 1040.00| 18.75000 1500.00 BARRICADE, III-B | | | 0051 802-05701 61.000 LFT | 20.60000 1256.60| 9.35000 570.35| 11.32000 690.52 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 793,243.00 ROUTE : 18TH STREET CALL ORDER : 310 CONTRACT ID : R -28573-A COUNTIES : TIPPECANOE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 802-07059 9.000 EACH | 57.63000 518.67| 32.50000 292.50| 35.00000 315.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0053 802-76025 65.750 SFT | 22.49000 1478.72| 13.50000 887.63| 11.00000 723.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0054 802-76035 72.000 SFT | 23.97000 1725.84| 14.25000 1026.00| 11.42000 822.24 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0055 805-01816 6.000 EACH | 1777.05000 10662.30| 1150.00000 6900.00| 720.00000 4320.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0056 805-01842 9.000 EACH | 779.05000 7011.45| 670.00000 6030.00| 580.00000 5220.00 HANDHOLE, SIGNAL | | | 0057 805-02072 2.000 EACH | 2489.79000 4979.58| 2750.00000 5500.00| 2900.00000 5800.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0058 805-02073 2.000 EACH | 2517.29000 5034.58| 2750.00000 5500.00| 2940.00000 5880.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0059 805-02087 LUMP | 668.52000 668.52| 475.00000 475.00| 2700.00000 2700.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0060 805-02152 16.000 EACH | 477.21000 7635.36| 510.00000 8160.00| 555.00000 8880.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0061 805-03159 1.000 EACH | 4196.37000 4196.37| 4200.00000 4200.00| 3940.00000 3940.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | AND 30 FT. ARM | | | 0063 805-06592 1011.000 LFT | 17.31000 17500.41| 13.50000 13648.50| 11.42000 11545.62 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0064 805-78069 1.000 EACH | 9042.10000 9042.10| 8400.00000 8400.00| 8100.00000 8100.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0065 805-78106 1.000 EACH | 14267.10000 14267.10| 13700.00000 13700.00| 12800.00000 12800.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0066 805-78205 17.000 EACH | 674.45000 11465.65| 675.00000 11475.00| 725.00000 12325.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0067 805-78445 2.000 EACH | 681.05000 1362.10| 500.00000 1000.00| 460.00000 920.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 793,243.00 ROUTE : 18TH STREET CALL ORDER : 310 CONTRACT ID : R -28573-A COUNTIES : TIPPECANOE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 805-78467 119.000 LFT | 1.46000 173.74| 2.00000 238.00| 2.00000 238.00 SIGNAL CABLE, 3C 8GA. | | | 0069 805-78470 3180.000 LFT | 0.69000 2194.20| 0.20000 636.00| 0.22000 699.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0070 805-78480 1030.000 LFT | 0.91000 937.30| 1.50000 1545.00| 0.64000 659.20 SIGNAL CABLE, 3C 14GA. | | | 0071 805-78485 548.000 LFT | 1.02000 558.96| 1.60000 876.80| 0.80000 438.40 SIGNAL CABLE, 5C 14GA. | | | 0072 805-78490 2216.000 LFT | 1.13000 2504.08| 1.70000 3767.20| 1.00000 2216.00 SIGNAL CABLE, 7C 14GA. | | | 0073 805-78510 931.000 LFT | 0.80000 744.80| 1.50000 1396.50| 0.65000 605.15 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0074 805-78785 6.000 EACH | 626.05000 3756.30| 575.00000 3450.00| 420.00000 2520.00 SIGNAL DETECTOR HOUSING | | | 0075 805-78795 1086.000 LFT | 7.37000 8003.82| 7.50000 8145.00| 8.65000 9393.90 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0076 805-78900 2.000 EACH | 587.02000 1174.04| 300.00000 600.00| 320.00000 640.00 PEDESTAL FOUNDATION, A | | | 0077 805-78925 1.000 EACH | 998.52000 998.52| 615.00000 615.00| 604.00000 604.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0078 805-78930 1.000 EACH | 976.52000 976.52| 590.00000 590.00| 530.00000 530.00 CONTROLLER CABINET FOUNDATION, M | | | 0079 805-90005 2.000 EACH | 397.48000 794.96| 440.00000 880.00| 558.00000 1116.00 SIGNAL PEDESTAL, 10 FT. | | | 0080 805-92504 4.000 EACH | 146.83000 587.32| 150.00000 600.00| 185.00000 740.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0081 805-96121 8.000 EACH | 112.06000 896.48| 100.00000 800.00| 88.00000 704.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0082 808-05866 19.200 SYS | 18.00000 345.60| 7.95000 152.64| 18.00000 345.60 PAVEMENT MESSAGE MARKING, REMOVE | | | 0083 808-06368 40.000 LFT | 3.00000 120.00| 2.00000 80.00| 3.00000 120.00 TRANSVERSE MARKING, REMOVE | | | 0084 808-06701 63.000 LFT | 0.58000 36.54| 1.00000 63.00| 0.58000 36.54 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0085 808-06703 541.000 LFT | 0.58000 313.78| 0.60000 324.60| 0.58000 313.78 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0086 808-06716 767.000 LFT | 0.98000 751.66| 0.80000 613.60| 0.98000 751.66 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 793,243.00 ROUTE : 18TH STREET CALL ORDER : 310 CONTRACT ID : R -28573-A COUNTIES : TIPPECANOE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 808-75245 3271.000 LFT | 0.58000 1897.18| 0.60000 1962.60| 0.58000 1897.18 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75278 160.000 LFT | 1.73000 276.80| 2.00000 320.00| 1.73000 276.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0089 808-75297 170.000 LFT | 3.46000 588.20| 4.00000 680.00| 3.46000 588.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0090 808-75300 753.000 LFT | 0.87000 655.11| 1.00000 753.00| 0.87000 655.11 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0091 808-75320 12.000 EACH | 80.00000 960.00| 72.00000 864.00| 80.00000 960.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0092 808-75325 3.000 EACH | 120.00000 360.00| 105.00000 315.00| 120.00000 360.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0093 808-95933 266.000 LFT | 1.95000 518.70| 2.25000 598.50| 1.95000 518.70 CURB PAINTING, YELLOW | | | 0094 805-02037 1.000 EACH | 4048.97000 4048.97| 3825.00000 3825.00| 4100.00000 4100.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | AND 25 FT. ARM | | | 0095 202-03135 240.000 SFT | 16.75000 4020.00| 16.75000 4020.00| 16.75000 4020.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | SECTION TOTALS | $ 749,680.20| $ 782,462.82| $ 839,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 749,680.20| $ 782,462.82| $ 839,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 326 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 326 CONTRACT ID : R -28614-A COUNTIES : VIGO LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/21/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 1,164,613.87 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 19 CALL ORDER : 330 CONTRACT ID : R -28617-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 04/01/07 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 $ 1,025,458.00 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 1,247,906.94 121.6926% 3 35-0997978 PHEND & BROWN, INC. $ 1,267,782.01 123.6308% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 130,625.00 ROUTE : 35 CALL ORDER : 340 CONTRACT ID : R -28621-A COUNTIES : HOWARD LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD 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 35-1058755 BAKER & SCHULTZ, INC. $ 29,080.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 40,700.00 139.9587% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 42,496.00 146.1348% 4 35-2103617 BRYAN`S HAULING & EXCAVATING $ 50,615.50 174.0561% 5 35-1874009 HAUER EXCAVATING $ 56,290.00 193.5695% ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1817574 |( 3 ) 35-2070195 |BAKER & SCHULTZ, INC. |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPIN 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 | 6940.00000 6940.00| 8500.00000 8500.00| 10575.00000 10575.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 100 | | | 0002 202-03000 LUMP | 6875.00000 6875.00| 7500.00000 7500.00| 9450.00000 9450.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 141 | | | 0003 202-03000 LUMP | 6685.00000 6685.00| 7000.00000 7000.00| 8975.00000 8975.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 145 | | | 0004 202-03000 LUMP | 4890.00000 4890.00| 5000.00000 5000.00| 7650.00000 7650.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0005 202-03135 1300.000 SFT | 0.60000 780.00| 6.00000 7800.00| 2.32000 3016.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0006 205-06937 800.000 LFT | 1.45000 1160.00| 3.00000 2400.00| 0.10000 80.00 TEMPORARY SILT FENCE | | | 0007 621-06559 2500.000 SYS | 0.70000 1750.00| 1.00000 2500.00| 1.10000 2750.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 29,080.00| $ 40,700.00| $ 42,496.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,080.00| $ 40,700.00| $ 42,496.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 130,625.00 ROUTE : 35 CALL ORDER : 340 CONTRACT ID : R -28621-A COUNTIES : HOWARD LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2103617 |( 5 ) 35-1874009 |( ) |BRYAN`S HAULING & EXCAVATING |HAUER EXCAVATING | 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 | 11000.00000 11000.00| 12275.00000 12275.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 100 | | | 0002 202-03000 LUMP | 14465.50000 14465.50| 16975.00000 16975.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 141 | | | 0003 202-03000 LUMP | 9500.00000 9500.00| 13375.00000 13375.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 145 | | | 0004 202-03000 LUMP | 8800.00000 8800.00| 8415.00000 8415.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 65 | | | 0005 202-03135 1300.000 SFT | 4.00000 5200.00| 2.30000 2990.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0006 205-06937 800.000 LFT | 0.50000 400.00| 0.20000 160.00| TEMPORARY SILT FENCE | | | 0007 621-06559 2500.000 SYS | 0.50000 1250.00| 0.84000 2100.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 50,615.50| $ 56,290.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 50,615.50| $ 56,290.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 128,595.37 ROUTE : 66 CALL ORDER : 350 CONTRACT ID : R -28623-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2131982 J B I CONSTRUCTION INC. $ 110,352.00 100.0000% 2 35-1878024 RAGLE, INC. $ 199,880.00 181.1295% ==================================================================================================================================== |( 1 ) 35-2131982 |( 2 ) 35-1878024 |( ) |J B I CONSTRUCTION INC. |RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 850.00000 850.00| 13750.00000 13750.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1.00000 3.00| 1500.00000 4500.00| FIELD OFFICE, B | | | 0003 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 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 | 2400.00000 2400.00| 10100.00000 10100.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02240 100.000 m2 | 40.65000 4065.00| 12.00000 1200.00| PAVEMENT REMOVAL | | | 0008 202-02273 6.000 m2 | 20.00000 120.00| 70.00000 420.00| CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02274 350.000 m | 11.75000 4112.50| 45.00000 15750.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 213-08058 4.000 m3 | 105.56000 422.24| 150.00000 600.00| FLOWABLE BACKFILL | | | 0011 302-06464 142.000 m3 | 54.13000 7686.46| 90.00000 12780.00| SUBBASE FOR PCCP | | | 0012 304-07491 70.000 Mg | 225.00000 15750.00| 188.00000 13160.00| HMA PATCHING, TYPE C | | | 0015 503-05240 120.000 m | 25.60000 3072.00| 30.00000 3600.00| D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 128,595.37 ROUTE : 66 CALL ORDER : 350 CONTRACT ID : R -28623-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2131982 |( 2 ) 35-1878024 |( ) |J B I CONSTRUCTION INC. |RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 605-06095 90.000 m | 36.00000 3240.00| 50.00000 4500.00| CURB, INTEGRAL, B, CONCRETE | | | 0017 605-06205 130.000 m | 85.00000 11050.00| 90.00000 11700.00| CENTER CURB, B, CONCRETE | | | 0018 615-06525 2.000 EACH | 375.00000 750.00| 600.00000 1200.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 715-05118 2.000 m | 82.05000 164.10| 1200.00000 2400.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0020 720-04790 2.000 EACH | 375.00000 750.00| 400.00000 800.00| CASTING , TYPE 10, RESET | | | 0021 720-44000 2.000 EACH | 375.00000 750.00| 700.00000 1400.00| CASTING, ADJUST TO GRADE | | | 0022 720-44296 2.000 EACH | 305.00000 610.00| 500.00000 1000.00| CAP INLET | | | 0023 720-90017 2.000 EACH | 940.35000 1880.70| 4000.00000 8000.00| INLET, J | | | 0024 801-06640 25.000 EACH | 157.50000 3937.50| 150.00000 3750.00| CONSTRUCTION SIGN, A | | | 0025 801-06710 70.000 DAY | 22.00000 1540.00| 20.00000 1400.00| FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 5000.00000 5000.00| 24250.00000 24250.00| MAINTAINING TRAFFIC | | | 0027 808-05866 1.700 m2 | 126.00000 214.20| 120.00000 204.00| PAVEMENT MESSAGE MARKING, REMOVE | | | 0028 808-06368 6.000 m | 37.80000 226.80| 36.00000 216.00| TRANSVERSE MARKING, REMOVE | | | 0031 808-06716 210.000 m | 5.15000 1081.50| 4.95000 1039.50| LINE, REMOVE THERMOPLASTIC | | | 0035 502-06329 630.000 m2 | 56.75000 35752.50| 80.00000 50400.00| PCCP, 300 mm | | | 0036 715-05053 4.000 m | 50.00000 200.00| 150.00000 600.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0037 808-03002 55.000 m | 7.10000 390.50| 6.75000 371.25| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0038 808-03631 40.000 m | 7.10000 284.00| 6.75000 270.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0039 808-03632 335.000 m | 7.10000 2378.50| 6.75000 2261.25| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0040 808-74805 10.000 m | 42.50000 425.00| 40.50000 405.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 128,595.37 ROUTE : 66 CALL ORDER : 350 CONTRACT ID : R -28623-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2131982 |( 2 ) 35-1878024 |( ) |J B I CONSTRUCTION INC. |RAGLE, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 808-74807 2.000 EACH | 183.75000 367.50| 175.00000 350.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0042 503-03489 250.000 EACH | 3.50000 875.00| 30.00000 7500.00| RETROFITTED TIE BARS | | | SECTION TOTALS | $ 110,352.00| $ 199,880.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 110,352.00| $ 199,880.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,351.45 ROUTE : 150 CALL ORDER : 380 CONTRACT ID : RS-27957-A COUNTIES : FLOYD LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/15/06 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. $ 918,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 941,983.40 102.6126% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | 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 | 2700.00000 2700.00| 2700.00000 2700.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1450.00000 8700.00| 3000.00000 18000.00| FIELD OFFICE, A | | | 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 | 45800.00000 45800.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 550.000 TON | 17.70000 9735.00| 21.00000 11550.00| COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07491 235.500 TON | 136.00000 32028.00| 90.00000 21195.00| HMA PATCHING, TYPE C | | | 0009 306-08034 126165.000 SYS | 0.37000 46681.05| 0.37000 46681.05| MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 1893.500 SYS | 1.55000 2934.93| 1.90000 3597.65| MILLING, TRANSITION | | | 0011 306-08432 4013.000 SYS | 3.05000 12239.65| 2.80000 11236.40| MILLING, APPROACH | | | 0012 401-06264 LUMP | 1800.00000 1800.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0013 401-07337 10565.000 TON | 58.90000 622278.50| 58.00000 612770.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,351.45 ROUTE : 150 CALL ORDER : 380 CONTRACT ID : RS-27957-A COUNTIES : FLOYD LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 402-07452 200.000 TON | 52.00000 10400.00| 74.00000 14800.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0015 406-05520 45.500 TON | 240.00000 10920.00| 260.00000 11830.00| ASPHALT FOR TACK COAT | | | 0016 610-07488 323.000 TON | 75.00000 24225.00| 80.00000 25840.00| HMA FOR APPROACHES, TYPE C | | | 0017 801-06203 8000.000 LFT | 0.25000 2000.00| 1.00000 8000.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 8000.000 LFT | 1.00000 8000.00| 1.00000 8000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 25.000 EACH | 105.00000 2625.00| 105.00000 2625.00| CONSTRUCTION SIGN, A | | | 0020 801-06710 20.000 DAY | 155.00000 3100.00| 20.00000 400.00| FLASHING ARROW SIGN | | | 0021 801-06775 LUMP | 25094.07000 25094.07| 50500.00000 50500.00| MAINTAINING TRAFFIC | | | 0022 805-02327 14.000 EACH | 150.00000 2100.00| 150.00000 2100.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0023 805-02503 6600.000 LFT | 0.36000 2376.00| 0.36000 2376.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0024 805-78510 700.000 LFT | 0.72000 504.00| 0.72000 504.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0025 805-78795 2092.000 LFT | 5.50000 11506.00| 5.50000 11506.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0026 808-06712 32702.000 LFT | 0.01000 327.02| 0.10000 3270.20| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0027 808-06713 38634.000 LFT | 0.13000 5022.42| 0.10000 3863.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-75001 7176.000 LFT | 0.17000 1219.92| 0.10000 717.60| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0029 808-75008 100.000 LFT | 0.50000 50.00| 0.20000 20.00| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0030 808-75072 300.000 LFT | 2.50000 750.00| 1.50000 450.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0031 808-75297 493.000 LFT | 4.00000 1972.00| 5.90000 2908.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 949,351.45 ROUTE : 150 CALL ORDER : 380 CONTRACT ID : RS-27957-A COUNTIES : FLOYD LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-75320 45.000 EACH | 50.00000 2250.00| 65.00000 2925.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 19.000 EACH | 70.00000 1330.00| 75.00000 1425.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0034 808-75996 532.000 EACH | 3.60000 1915.20| 7.55000 4016.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 532.000 EACH | 16.50000 8778.00| 16.50000 8778.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0036 808-97322 2.000 EACH | 150.00000 300.00| 491.00000 982.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (SIGNAL AHEAD), 10 | | | FT. HEIGHT | | | 0037 808-97323 1004.000 LFT | 6.31000 6335.24| 3.20000 3212.80| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 918,000.00| $ 941,983.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 918,000.00| $ 941,983.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 384 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,281.80 ROUTE : SR 229 CALL ORDER : 384 CONTRACT ID : RS-27960-A COUNTIES : RIPLEY LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/10/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 274,408.05 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 291,740.92 106.3165% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( ) |O`MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESUFACE | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 2200.00000 2200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1000.00000 5000.00| 1700.00000 8500.00| 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 | 11500.00000 11500.00| 11225.00000 11225.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 303-01180 535.000 TON | 16.00000 8560.00| 19.00000 10165.00| COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 500.000 TON | 60.00000 30000.00| 62.00000 31000.00| HMA PATCHING, TYPE B | | | 0009 306-08042 38040.000 SYS | 0.30000 11412.00| 0.28000 10651.20| MILLING, SCARIFICATION/PROFILE | | | 0010 306-08432 2535.000 SYS | 3.00000 7605.00| 0.60000 1521.00| MILLING, APPROACH | | | 0011 401-06264 LUMP | 2000.00000 2000.00| 1700.00000 1700.00| PROFILOGRAPH, HMA | | | 0012 401-07321 3138.500 TON | 43.00000 134955.50| 43.20000 135583.20| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 402-07451 100.000 TON | 50.00000 5000.00| 65.00000 6500.00| HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 384 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,281.80 ROUTE : SR 229 CALL ORDER : 384 CONTRACT ID : RS-27960-A COUNTIES : RIPLEY LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( ) |O`MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 406-05520 13.000 TON | 200.00000 2600.00| 220.00000 2860.00| ASPHALT FOR TACK COAT | | | 0015 610-07487 210.000 TON | 65.00000 13650.00| 70.00000 14700.00| HMA FOR APPROACHES, TYPE B | | | 0016 720-44000 4.000 EACH | 500.00000 2000.00| 250.00000 1000.00| CASTING, ADJUST TO GRADE | | | 0017 801-06203 3832.000 LFT | 0.05000 191.60| 1.00000 3832.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 38320.000 LFT | 0.05000 1916.00| 0.60000 22992.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 29.000 EACH | 110.00000 3190.00| 160.00000 4640.00| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 19250.00000 19250.00| 10500.00000 10500.00| MAINTAINING TRAFFIC | | | 0021 808-06712 3425.000 LFT | 0.15000 513.75| 0.14000 479.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 30654.000 LFT | 0.15000 4598.10| 0.14000 4291.56| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 7394.000 LFT | 0.15000 1109.10| 0.14000 1035.16| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75996 298.000 EACH | 7.00000 2086.00| 6.85000 2041.30| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 298.000 EACH | 16.00000 4768.00| 14.50000 4321.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 274,408.05| $ 291,740.92| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 274,408.05| $ 291,740.92| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 241 CALL ORDER : 390 CONTRACT ID : RS-28222-A COUNTIES : KNOX LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,469,477.33 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 1,576,595.68 107.2896% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,633,000.00 111.1279% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 64 CALL ORDER : 400 CONTRACT ID : RS-28224-A COUNTIES : GIBSON PIKE LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/31/06 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. $ 2,522,000.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,667,000.00 105.7494% 3 35-0626844 RUDOLPH, J.H. & CO $ 2,787,260.25 110.5179% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,789,894.22 ROUTE : SR 47 CALL ORDER : 410 CONTRACT ID : RS-28322-A COUNTIES : BOONE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/06 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 $ 1,842,143.48 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,896,638.48 102.9582% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,953,324.76 106.0354% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. 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 | 4487.82000 4487.82| 5000.00000 5000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 100.00000 100.00| 155.00000 155.00| 80.00000 80.00 RADIO | | | 0003 105-07039 10.000 MOS | 1914.32000 19143.20| 1800.00000 18000.00| 2000.00000 20000.00 FIELD OFFICE, B | | | 0004 105-08520 1.000 EACH | 100.00000 100.00| 155.00000 155.00| 80.00000 80.00 CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 5.000 MOS | 60.00000 300.00| 155.00000 775.00| 100.00000 500.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 5.000 MOS | 60.00000 300.00| 155.00000 775.00| 100.00000 500.00 RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 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| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 110-01001 LUMP | 124306.84000 124306.84| 90000.00000 90000.00| 97660.00000 97660.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02241 260.000 LFT | 2.25000 585.00| 2.25000 585.00| 2.30000 598.00 GUARDRAIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,789,894.22 ROUTE : SR 47 CALL ORDER : 410 CONTRACT ID : RS-28322-A COUNTIES : BOONE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02278 390.000 LFT | 5.21000 2031.90| 10.00000 3900.00| 23.00000 8970.00 CURB, CONCRETE, REMOVE | | | 0014 202-52710 150.000 SYS | 33.89000 5083.50| 16.00000 2400.00| 39.00000 5850.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-93741 8.000 EACH | 115.00000 920.00| 115.00000 920.00| 500.00000 4000.00 GUARD RAIL END TREATMENT, REMOVE | | | 0016 303-01180 1850.000 TON | 18.34000 33929.00| 25.00000 46250.00| 19.00000 35150.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 303-07449 1000.000 TON | 37.15000 37150.00| 25.00000 25000.00| 22.00000 22000.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07491 2000.000 TON | 73.79000 147580.00| 80.00000 160000.00| 84.00000 168000.00 HMA PATCHING, TYPE C | | | 0019 304-07494 2050.000 TON | 62.08000 127264.00| 75.00000 153750.00| 68.00000 139400.00 WIDENING WITH HMA, TYPE C | | | 0020 306-08034 150680.000 SYS | 0.36000 54244.80| 0.60000 90408.00| 0.65000 97942.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08043 2140.000 SYS | 2.55000 5457.00| 4.00000 8560.00| 4.00000 8560.00 MILLING, TRANSITION | | | 0022 306-08432 7772.000 SYS | 3.25000 25259.00| 1.00000 7772.00| 2.50000 19430.00 MILLING, APPROACH | | | 0023 401-06264 LUMP | 2835.86000 2835.86| 2000.00000 2000.00| 5500.00000 5500.00 PROFILOGRAPH, HMA | | | 0024 401-07322 13300.000 TON | 49.49000 658217.00| 54.00000 718200.00| 51.00000 678300.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0025 401-07372 5900.000 TON | 42.87000 252933.00| 44.00000 259600.00| 46.00000 271400.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0026 402-07452 100.000 TON | 47.33000 4733.00| 55.00000 5500.00| 72.00000 7200.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0027 406-05520 55.000 TON | 266.69000 14667.95| 250.00000 13750.00| 310.00000 17050.00 ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 1850.00000 1850.00| 1850.00000 1850.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01846 1.000 EACH | 1675.00000 1675.00| 1675.00000 1675.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-93346 4.000 EACH | 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 GUARD RAIL CONNECTOR, AS | | | 0031 601-94689 10.000 EACH | 2607.31000 26073.10| 2200.00000 22000.00| 2725.00000 27250.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,789,894.22 ROUTE : SR 47 CALL ORDER : 410 CONTRACT ID : RS-28322-A COUNTIES : BOONE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-99105 643.750 LFT | 14.75000 9495.31| 14.75000 9495.31| 14.75000 9495.31 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 601-99132 8.000 EACH | 65.00000 520.00| 65.00000 520.00| 65.00000 520.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0034 604-07896 6.000 SYS | 185.21000 1111.26| 250.00000 1500.00| 375.00000 2250.00 CURB RAMP, CONCRETE, B | | | 0035 604-07897 21.600 SYS | 185.25000 4001.40| 225.00000 4860.00| 375.00000 8100.00 CURB RAMP, CONCRETE, C | | | 0036 604-07898 24.300 SYS | 185.23000 4501.09| 225.00000 5467.50| 425.00000 10327.50 CURB RAMP, CONCRETE, D | | | 0037 604-07901 98.000 SYS | 185.32000 18161.36| 210.00000 20580.00| 260.00000 25480.00 CURB RAMP, CONCRETE, G | | | 0038 605-06120 390.000 LFT | 18.03000 7031.70| 30.00000 11700.00| 38.00000 14820.00 CURB, CONCRETE | | | 0039 608-04395 10.000 TON | 122.54000 1225.40| 130.00000 1300.00| 160.00000 1600.00 AGGREGATE FOR SHOULDER DRAINS | | | 0040 610-07488 868.000 TON | 94.68000 82182.24| 100.00000 86800.00| 95.00000 82460.00 HMA FOR APPROACHES, TYPE C | | | 0041 801-03290 2.000 EACH | 130.00000 260.00| 400.00000 800.00| 130.00000 260.00 CONSTRUCTION SIGN, C | | | 0042 801-06203 7519.000 LFT | 0.38000 2857.22| 0.23000 1729.37| 0.50000 3759.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0043 801-06207 5631.000 LFT | 1.03000 5799.93| 1.00000 5631.00| 1.25000 7038.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0044 801-06640 50.000 EACH | 112.00000 5600.00| 120.00000 6000.00| 112.00000 5600.00 CONSTRUCTION SIGN, A | | | 0045 801-06775 LUMP | 60123.25000 60123.25| 32700.00000 32700.00| 61000.00000 61000.00 MAINTAINING TRAFFIC | | | 0046 808-03631 1106.000 LFT | 1.55000 1714.30| 1.10000 1216.60| 1.55000 1714.30 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0047 808-03632 651.000 LFT | 1.75000 1139.25| 1.10000 716.10| 1.75000 1139.25 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0048 808-04298 2.000 EACH | 345.00000 690.00| 600.00000 1200.00| 350.00000 700.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0049 808-04896 77.000 LFT | 2.25000 173.25| 1.10000 84.70| 2.25000 173.25 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,789,894.22 ROUTE : SR 47 CALL ORDER : 410 CONTRACT ID : RS-28322-A COUNTIES : BOONE LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-06703 102386.000 LFT | 0.29000 29691.94| 0.26000 26620.36| 0.30000 30715.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0051 808-06716 1834.000 LFT | 0.55000 1008.70| 0.80000 1467.20| 0.55000 1008.70 LINE, REMOVE | | | 0052 808-75043 1280.000 LFT | 1.10000 1408.00| 1.00000 1280.00| 1.10000 1408.00 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0053 808-75215 84.000 LFT | 2.15000 180.60| 5.00000 420.00| 2.15000 180.60 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0054 808-75240 9912.000 LFT | 0.29000 2874.48| 0.26000 2577.12| 0.30000 2973.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0055 808-75245 46517.000 LFT | 0.29000 13489.93| 0.26000 12094.42| 0.30000 13955.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0056 808-75297 63.000 LFT | 4.30000 270.90| 10.00000 630.00| 4.30000 270.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0057 808-75300 100.000 LFT | 1.20000 120.00| 1.00000 100.00| 1.20000 120.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0058 808-75996 1050.000 EACH | 4.50000 4725.00| 4.50000 4725.00| 4.50000 4725.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-97323 156.000 LFT | 4.20000 655.20| 10.00000 1560.00| 4.20000 655.20 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0060 205-03371 50.000 CYS | 364.50000 18225.00| 60.00000 3000.00| 45.00000 2250.00 SEDIMENT, REMOVE | | | 0061 205-06931 20.000 TON | 99.79000 1995.80| 59.99000 1199.80| 180.00000 3600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0062 205-06937 8000.000 LFT | 1.16000 9280.00| 1.16000 9280.00| 1.20000 9600.00 TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 1,842,143.48| $ 1,896,638.48| $ 1,953,324.76 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,842,143.48| $ 1,896,638.48| $ 1,953,324.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 32 CALL ORDER : 420 CONTRACT ID : RS-28324-A COUNTIES : FOUNTAIN LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/06 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. $ 3,285,239.90 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,043.53 ROUTE : SR 4 CALL ORDER : 440 CONTRACT ID : RS-28408-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/16/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 485,009.06 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 494,484.00 101.9536% 3 35-0997978 PHEND & BROWN, INC. $ 559,537.80 115.3665% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE AND SIDEWALK RAMPS | | | 0001 105-06899 1.000 EACH | 80.00000 80.00| 1.00000 1.00| 233.00000 233.00 RADIO | | | 0002 105-07039 5.000 MOS | 1550.00000 7750.00| 1500.00000 7500.00| 2200.00000 11000.00 FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 80.00000 80.00| 1.00000 1.00| 233.00000 233.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 5.000 MOS | 80.00000 400.00| 1.00000 5.00| 55.00000 275.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 5.000 MOS | 40.00000 200.00| 1.00000 5.00| 55.00000 275.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 24250.00000 24250.00| 24640.20000 24640.20| 27847.00000 27847.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02240 10.000 SYS | 80.00000 800.00| 31.00000 310.00| 140.00000 1400.00 PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,043.53 ROUTE : SR 4 CALL ORDER : 440 CONTRACT ID : RS-28408-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-90014 12.000 STA | 400.00000 4800.00| 925.00000 11100.00| 830.00000 9960.00 LINEAR GRADING | | | 0013 213-04324 8.000 CYS | 85.00000 680.00| 50.00000 400.00| 79.00000 632.00 FLOWABLE FILL | | | 0014 301-07448 15.000 TON | 60.00000 900.00| 30.00000 450.00| 41.00000 615.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-01180 270.000 TON | 21.00000 5670.00| 30.00000 8100.00| 28.00000 7560.00 COMPACTED AGGREGATE, NO. 53 | | | 0016 304-07490 70.000 TON | 98.00000 6860.00| 115.00000 8050.00| 220.00000 15400.00 HMA PATCHING, TYPE B | | | 0017 304-07492 440.000 TON | 70.00000 30800.00| 78.00000 34320.00| 77.00000 33880.00 WIDENING WITH HMA, TYPE A | | | 0018 306-08034 25900.000 SYS | 0.20000 5180.00| 1.50000 38850.00| 1.27000 32893.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0019 306-08041 100.000 SYS | 11.60000 1160.00| 1.50000 150.00| 1.39000 139.00 MILLING, PCCP | | | 0020 306-08432 3400.000 SYS | 4.40000 14960.00| 1.50000 5100.00| 3.20000 10880.00 MILLING, APPROACH | | | 0021 401-07322 2250.000 TON | 55.00000 123750.00| 53.00000 119250.00| 61.00000 137250.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0022 402-07432 36.000 TON | 81.00000 2916.00| 53.00000 1908.00| 80.00000 2880.00 HMA SURFACE, TYPE A | | | 0023 406-05520 8.000 TON | 220.00000 1760.00| 1.00000 8.00| 300.00000 2400.00 ASPHALT FOR TACK COAT | | | 0024 507-07479 100.000 TON | 92.00000 9200.00| 100.00000 10000.00| 96.00000 9600.00 HMA PARTIAL DEPTH PATCH | | | 0025 604-06070 380.000 SYS | 31.00000 11780.00| 64.00000 24320.00| 52.50000 19950.00 SIDEWALK, CONCRETE | | | 0026 604-07894 70.000 SYS | 84.24000 5896.80| 125.00000 8750.00| 150.00000 10500.00 CURB RAMP, CONCRETE, A | | | 0027 604-07896 70.000 SYS | 60.76000 4253.20| 125.00000 8750.00| 150.00000 10500.00 CURB RAMP, CONCRETE, B | | | 0028 604-07897 20.000 SYS | 82.76000 1655.20| 125.00000 2500.00| 150.00000 3000.00 CURB RAMP, CONCRETE, C | | | 0029 604-07898 24.000 SYS | 149.77000 3594.48| 125.00000 3000.00| 160.00000 3840.00 CURB RAMP, CONCRETE, D | | | 0030 604-07899 50.000 SYS | 64.22000 3211.00| 125.00000 6250.00| 160.00000 8000.00 CURB RAMP, CONCRETE, E | | | 0031 604-07900 220.000 SYS | 76.93000 16924.60| 125.00000 27500.00| 160.00000 35200.00 CURB RAMP, CONCRETE, F | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,043.53 ROUTE : SR 4 CALL ORDER : 440 CONTRACT ID : RS-28408-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 604-07903 34.000 SYS | 74.17000 2521.78| 125.00000 4250.00| 155.00000 5270.00 CURB RAMP, CONCRETE, K | | | 0033 605-06120 1060.000 LFT | 15.00000 15900.00| 37.50000 39750.00| 23.00000 24380.00 CURB, CONCRETE | | | 0034 610-07486 500.000 TON | 66.00000 33000.00| 53.00000 26500.00| 90.00000 45000.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06497 3.000 EACH | 149.00000 447.00| 149.00000 447.00| 130.00000 390.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-08232 7.000 EACH | 115.00000 805.00| 260.00000 1820.00| 149.00000 1043.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0037 621-06574 200.000 SYS | 16.70000 3340.00| 16.70000 3340.00| 16.70000 3340.00 SODDING | | | 0039 715-08305 20.000 TON | 100.00000 2000.00| 115.00000 2300.00| 44.00000 880.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0040 720-44000 15.000 EACH | 475.00000 7125.00| 250.00000 3750.00| 640.00000 9600.00 CASTING, ADJUST TO GRADE | | | 0041 720-44041 1.000 EACH | 470.00000 470.00| 425.00000 425.00| 540.00000 540.00 CASTING, 7 | | | 0042 720-45005 1.000 EACH | 2000.00000 2000.00| 1950.00000 1950.00| 2200.00000 2200.00 INLET, A2 | | | 0043 720-45080 2.000 EACH | 4500.00000 9000.00| 2300.00000 4600.00| 5000.00000 10000.00 INLET, S14 | | | 0044 720-60220 20.000 LFT | 180.00000 3600.00| 250.00000 5000.00| 600.00000 12000.00 RECONSTRUCTED STRUCTURE | | | 0045 720-94473 40.000 LFT | 180.00000 7200.00| 250.00000 10000.00| 560.00000 22400.00 INLET, RECONSTRUCT | | | 0046 801-06203 940.000 LFT | 1.40000 1316.00| 1.40000 1316.00| 1.27000 1193.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0047 801-06207 940.000 LFT | 1.25000 1175.00| 0.67000 629.80| 2.00000 1880.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06640 42.000 EACH | 72.00000 3024.00| 72.00000 3024.00| 72.00000 3024.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP | 85800.00000 85800.00| 19450.00000 19450.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0050 801-92448 360.000 DAY | 9.00000 3240.00| 6.00000 2160.00| 2.10000 756.00 CONSTRUCTION SIGNS, MOBILE | | | 0051 802-05704 130.000 LFT | 6.95000 903.50| 6.95000 903.50| 6.95000 903.50 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,043.53 ROUTE : SR 4 CALL ORDER : 440 CONTRACT ID : RS-28408-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 802-91122 9.000 EACH | 129.00000 1161.00| 129.00000 1161.00| 129.00000 1161.00 SIGN, GROUND MOUNTED, RESET | | | 0053 808-05929 400.000 LFT | 1.25000 500.00| 1.25000 500.00| 1.25000 500.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0054 808-06701 460.000 LFT | 0.45000 207.00| 0.45000 207.00| 0.45000 207.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0055 808-06713 9800.000 LFT | 0.13000 1274.00| 0.13000 1274.00| 0.13000 1274.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-75240 1100.000 LFT | 0.45000 495.00| 0.45000 495.00| 0.45000 495.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0057 808-75245 3400.000 LFT | 0.45000 1530.00| 0.45000 1530.00| 0.45000 1530.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75272 180.000 LFT | 1.90000 342.00| 1.90000 342.00| 1.90000 342.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0059 808-75297 150.000 LFT | 3.75000 562.50| 3.75000 562.50| 3.75000 562.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0060 808-75320 2.000 EACH | 75.00000 150.00| 75.00000 150.00| 75.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 2.000 EACH | 105.00000 210.00| 105.00000 210.00| 105.00000 210.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 808-75330 2.000 EACH | 105.00000 210.00| 105.00000 210.00| 105.00000 210.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | WORD (PEDX) | | | 0063 808-75340 2.000 EACH | 350.00000 700.00| 350.00000 700.00| 350.00000 700.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0064 808-75996 70.000 EACH | 8.00000 560.00| 7.50000 525.00| 16.00000 1120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0065 808-75998 70.000 EACH | 25.00000 1750.00| 25.00000 1750.00| 25.00000 1750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 534,043.53 ROUTE : SR 4 CALL ORDER : 440 CONTRACT ID : RS-28408-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0066 715-05149 35.000 LFT | 85.00000 2975.00| 58.00000 2030.00| 148.00000 5180.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | SECTION TOTALS | $ 485,009.06| $ 494,484.00| $ 559,537.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 485,009.06| $ 494,484.00| $ 559,537.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 30 CALL ORDER : 450 CONTRACT ID : RS-28411-A COUNTIES : ALLEN LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,190,172.55 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,292,917.38 103.2207% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 31 CALL ORDER : 460 CONTRACT ID : RS-28414-A COUNTIES : MIAMI LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,276,562.45 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,456,907.00 105.5041% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 466 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 31 CALL ORDER : 466 CONTRACT ID : RS-28475-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,492,526.48 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,732,000.00 109.6077% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,560,399.30 ROUTE : US 421 CALL ORDER : 470 CONTRACT ID : RS-28477-A COUNTIES : DECATUR LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/14/06 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 $ 1,220,222.70 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 1,224,678.08 100.3651% ==================================================================================================================================== |( 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 | 4400.00000 4400.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1700.00000 13600.00| 1000.00000 8000.00| FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 220.00000 660.00| 100.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 24.000 MOS | 90.00000 2160.00| 50.00000 1200.00| 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 | 24555.00000 24555.00| 26000.00000 26000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 303-01180 903.000 TON | 19.50000 17608.50| 20.00000 18060.00| COMPACTED AGGREGATE, NO. 53 | | | 0011 304-07491 3585.000 TON | 55.00000 197175.00| 60.00000 215100.00| HMA PATCHING, TYPE C | | | 0012 306-08034 8022.000 SYS | 0.50000 4011.00| 0.75000 6016.50| MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,560,399.30 ROUTE : US 421 CALL ORDER : 470 CONTRACT ID : RS-28477-A COUNTIES : DECATUR LETTING DATE : 04/19/06 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 306-08042 166517.000 SYS | 0.24000 39964.08| 0.25000 41629.25| MILLING, SCARIFICATION/PROFILE | | | 0014 306-08043 2500.000 SYS | 1.10000 2750.00| 1.00000 2500.00| MILLING, TRANSITION | | | 0015 306-08432 11574.000 SYS | 1.30000 15046.20| 1.00000 11574.00| MILLING, APPROACH | | | 0016 401-06264 LUMP | 1700.00000 1700.00| 3500.00000 3500.00| PROFILOGRAPH, HMA | | | 0017 401-07328 13737.630 TON | 46.50000 638799.80| 46.00000 631930.98| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 401-07334 661.800 TON | 53.00000 35075.40| 57.00000 37722.60| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0019 402-07452 675.000 TON | 58.00000 39150.00| 57.00000 38475.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0020 406-05520 51.180 TON | 225.00000 11515.50| 200.00000 10236.00| ASPHALT FOR TACK COAT | | | 0021 610-07488 954.860 TON | 75.00000 71614.50| 75.00000 71614.50| HMA FOR APPROACHES, TYPE C | | | 0022 615-06525 1.000 EACH | 250.00000 250.00| 400.00000 400.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0023 720-44000 16.000 EACH | 250.00000 4000.00| 600.00000 9600.00| CASTING, ADJUST TO GRADE | | | 0024 801-06207 5214.000 LFT | 0.60000 3128.40| 1.00000 5214.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 41.000 EACH | 110.00000 4510.00| 110.00000 4510.00| CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP | 47960.00000 47960.00| 27000.00000 27000.00| MAINTAINING TRAFFIC | | | 0027 808-05929 96.000 LFT | 2.00000 192.00| 3.00000 288.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0028 808-06712 8946.000 LFT | 0.07000 626.22| 0.10000 894.60| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0029 808-06713 51905.000 LFT | 0.19000 9861.95| 0.25000 12976.25| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0030 808-06714 104280.000 LFT | 0.03000 3128.40| 0.03000 3128.40| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0031 808-75297 43.000 LFT | 8.00000 344.00| 10.00000 430.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,560,399.30 ROUTE : US 421 CALL ORDER : 470 CONTRACT ID : RS-28477-A COUNTIES : DECATUR LETTING DATE : 04/19/06 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 808-75320 1.000 EACH | 100.00000 100.00| 150.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75340 2.000 EACH | 500.00000 1000.00| 600.00000 1200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0034 808-75996 1251.000 EACH | 5.25000 6567.75| 7.00000 8757.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 1251.000 EACH | 15.00000 18765.00| 17.00000 21267.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,220,222.70| $ 1,224,678.08| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,220,222.70| $ 1,224,678.08| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,593.01 ROUTE : 6 CALL ORDER : 480 CONTRACT ID : RS-28481-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/10/06 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 $ 1,596,689.83 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,698,594.85 106.3823% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,845,196.94 115.5639% 4 35-1139301 E & B PAVING, INC. $ 1,873,290.96 117.3234% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I 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| 3000.00000 3000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 110.00000 110.00| 125.00000 125.00| 80.00000 80.00 PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 110.00000 220.00| 125.00000 250.00| 80.00000 160.00 PHONE(INSPECTOR) | | | 0004 105-06906 4.000 MOS | 160.00000 640.00| 100.00000 400.00| 80.00000 320.00 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 8.000 MOS | 160.00000 1280.00| 100.00000 800.00| 80.00000 640.00 CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 4.000 MOS | 2000.00000 8000.00| 1400.00000 5600.00| 1580.00000 6320.00 FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 75000.00000 75000.00| 85000.00000 85000.00| 92000.00000 92000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 1151.000 LFT | 1.50000 1726.50| 1.50000 1726.50| 1.50000 1726.50 GUARDRAIL, REMOVE | | | 0012 202-02271 2.000 EACH | 280.00000 560.00| 500.00000 1000.00| 300.00000 600.00 HEADWALL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,593.01 ROUTE : 6 CALL ORDER : 480 CONTRACT ID : RS-28481-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02278 207.000 LFT | 4.00000 828.00| 5.00000 1035.00| 9.00000 1863.00 CURB, CONCRETE, REMOVE | | | 0014 202-52710 80.000 SYS | 10.50000 840.00| 5.00000 400.00| 22.10000 1768.00 SIDEWALK, CONCRETE, REMOVE | | | 0015 202-93741 5.000 EACH | 140.00000 700.00| 140.00000 700.00| 140.00000 700.00 GUARD RAIL END TREATMENT, REMOVE | | | 0016 203-02080 0.100 MILE | 7000.00000 700.00| 30000.00000 3000.00| 20000.00000 2000.00 LINEAR GRADING | | | 0017 211-07454 11.000 CYS | 22.00000 242.00| 15.00000 165.00| 15.00000 165.00 STRUCTURE BACKFILL | | | 0018 303-07449 2013.000 TON | 20.00000 40260.00| 18.00000 36234.00| 25.00000 50325.00 COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07491 520.000 TON | 30.00000 15600.00| 20.00000 10400.00| 75.00000 39000.00 HMA PATCHING, TYPE C | | | 0020 306-08033 149717.000 SYS | 0.35000 52400.95| 0.50000 74858.50| 0.01000 1497.17 MILLING, ASPHALT, 1 IN. | | | 0021 306-08043 2307.000 SYS | 0.01000 23.07| 1.75000 4037.25| 0.01000 23.07 MILLING, TRANSITION | | | 0022 306-08432 2255.000 SYS | 0.01000 22.55| 0.50000 1127.50| 0.01000 22.55 MILLING, APPROACH | | | 0023 401-06264 LUMP | 7500.00000 7500.00| 5000.00000 5000.00| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0024 401-07322 12352.000 TON | 46.00000 568192.00| 47.00000 580544.00| 53.00000 654656.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0025 401-07372 16445.000 TON | 36.00000 592020.00| 40.00000 657800.00| 45.00000 740025.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0026 406-05520 72.000 TON | 1.00000 72.00| 0.01000 0.72| 220.00000 15840.00 ASPHALT FOR TACK COAT | | | 0027 601-01625 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-01846 3.000 EACH | 1800.00000 5400.00| 1800.00000 5400.00| 1800.00000 5400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-02159 25.000 LFT | 130.00000 3250.00| 128.00000 3200.00| 128.00000 3200.00 GUARDRAIL, W BEAM, SPECIAL POST | | | ATTACHMENT | | | 0030 601-93346 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 90.00000 360.00 GUARD RAIL CONNECTOR, AS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,593.01 ROUTE : 6 CALL ORDER : 480 CONTRACT ID : RS-28481-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-94689 7.000 EACH | 2400.00000 16800.00| 2350.00000 16450.00| 4000.00000 28000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 4.000 EACH | 800.00000 3200.00| 800.00000 3200.00| 800.00000 3200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 937.500 LFT | 15.75000 14765.63| 15.75000 14765.63| 15.75000 14765.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 601-99106 50.000 LFT | 30.75000 1537.50| 30.75000 1537.50| 30.75000 1537.50 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0035 604-06070 80.000 SYS | 33.75000 2700.00| 40.00000 3200.00| 40.00000 3200.00 SIDEWALK, CONCRETE | | | 0036 604-07894 36.000 SYS | 110.00000 3960.00| 100.00000 3600.00| 92.00000 3312.00 CURB RAMP, CONCRETE, A | | | 0037 604-07901 28.000 SYS | 110.00000 3080.00| 100.00000 2800.00| 118.00000 3304.00 CURB RAMP, CONCRETE, G | | | 0038 605-06120 207.000 LFT | 25.50000 5278.50| 16.00000 3312.00| 25.00000 5175.00 CURB, CONCRETE | | | 0039 610-07488 310.000 TON | 50.00000 15500.00| 85.00000 26350.00| 85.00000 26350.00 HMA FOR APPROACHES, TYPE C | | | 0040 612-04315 3.060 TON | 30.00000 91.80| 1500.00000 4590.00| 3000.00000 9180.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0041 612-05081 1.000 EACH | 30.00000 30.00| 100.00000 100.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0042 612-60410 53.000 EACH | 0.66000 34.98| 22.50000 1192.50| 66.00000 3498.00 DRILLED HOLE FOR UNDERSEAL | | | 0043 615-06527 3.000 EACH | 530.00000 1590.00| 525.00000 1575.00| 525.00000 1575.00 MONUMENT, SECTION CORNER | | | 0044 621-06574 70.000 SYS | 30.00000 2100.00| 29.95000 2096.50| 29.95000 2096.50 SODDING | | | 0045 715-05119 46.000 LFT | 30.50000 1403.00| 100.00000 4600.00| 81.00000 3726.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0046 715-46005 4.000 EACH | 530.00000 2120.00| 500.00000 2000.00| 360.00000 1440.00 PIPE END SECTION, 15 IN. | | | 0047 725-06866 42.000 LFT | 96.00000 4032.00| 220.69000 9268.98| 95.00000 3990.00 PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0048 801-01093 8.000 EACH | 950.00000 7600.00| 390.00000 3120.00| 390.00000 3120.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,593.01 ROUTE : 6 CALL ORDER : 480 CONTRACT ID : RS-28481-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 801-04308 8.000 EACH | 130.00000 1040.00| 60.00000 480.00| 60.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06203 8645.000 LFT | 0.20000 1729.00| 0.24000 2074.80| 0.24000 2074.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 4322.000 LFT | 1.35000 5834.70| 1.50000 6483.00| 1.00000 4322.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06625 52.000 EACH | 85.00000 4420.00| 60.00000 3120.00| 60.00000 3120.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 38.000 EACH | 140.00000 5320.00| 70.00000 2660.00| 70.00000 2660.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 75000.00000 75000.00| 65000.00000 65000.00| 49000.00000 49000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 72.000 LFT | 6.00000 432.00| 7.00000 504.00| 7.00000 504.00 BARRICADE, III-A | | | 0056 801-07119 48.000 LFT | 8.00000 384.00| 7.50000 360.00| 7.50000 360.00 BARRICADE, III-B | | | 0057 804-06771 4.000 EACH | 20.50000 82.00| 20.50000 82.00| 20.50000 82.00 DELINEATOR POST, FLEXIBLE GREY | | | 0058 804-06771 38.000 EACH | 20.50000 779.00| 20.50000 779.00| 20.50000 779.00 DELINEATOR POST, FLEXIBLE WHITE | | | 0059 808-06713 86128.000 LFT | 0.10000 8612.80| 0.10000 8612.80| 0.10000 8612.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-75240 9378.000 LFT | 0.30000 2813.40| 0.26000 2438.28| 0.26000 2438.28 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75245 18664.000 LFT | 0.30000 5599.20| 0.26000 4852.64| 0.26000 4852.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75297 65.000 LFT | 12.00000 780.00| 4.50000 292.50| 4.50000 292.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0063 808-75996 635.000 EACH | 4.80000 3048.00| 4.00000 2540.00| 4.25000 2698.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 635.000 EACH | 19.75000 12541.25| 17.15000 10890.25| 16.15000 10255.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 1,596,689.83| $ 1,698,594.85| $ 1,845,196.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,596,689.83| $ 1,698,594.85| $ 1,845,196.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,593.01 ROUTE : 6 CALL ORDER : 480 CONTRACT ID : RS-28481-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT 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 | | | 0001 105-06845 LUMP | 3930.00000 3930.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 150.00000 150.00| | PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 150.00000 300.00| | PHONE(INSPECTOR) | | | 0004 105-06906 4.000 MOS | 65.00000 260.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 8.000 MOS | 65.00000 520.00| | CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 4.000 MOS | 1980.00000 7920.00| | FIELD OFFICE, B | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 96360.00000 96360.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02241 1151.000 LFT | 3.50000 4028.50| | GUARDRAIL, REMOVE | | | 0012 202-02271 2.000 EACH | 500.00000 1000.00| | HEADWALL, REMOVE | | | 0013 202-02278 207.000 LFT | 11.00000 2277.00| | CURB, CONCRETE, REMOVE | | | 0014 202-52710 80.000 SYS | 15.00000 1200.00| | SIDEWALK, CONCRETE, REMOVE | | | 0015 202-93741 5.000 EACH | 250.00000 1250.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0016 203-02080 0.100 MILE | 55000.00000 5500.00| | LINEAR GRADING | | | 0017 211-07454 11.000 CYS | 55.00000 605.00| | STRUCTURE BACKFILL | | | 0018 303-07449 2013.000 TON | 22.00000 44286.00| | COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 480 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,593.01 ROUTE : 6 CALL ORDER : 480 CONTRACT ID : RS-28481-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT 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 304-07491 520.000 TON | 65.00000 33800.00| | HMA PATCHING, TYPE C | | | 0020 306-08033 149717.000 SYS | 0.27000 40423.59| | MILLING, ASPHALT, 1 IN. | | | 0021 306-08043 2307.000 SYS | 4.00000 9228.00| | MILLING, TRANSITION | | | 0022 306-08432 2255.000 SYS | 0.01000 22.55| | MILLING, APPROACH | | | 0023 401-06264 LUMP | 7000.00000 7000.00| | PROFILOGRAPH, HMA | | | 0024 401-07322 12352.000 TON | 54.00000 667008.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0025 401-07372 16445.000 TON | 43.00000 707135.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0026 406-05520 72.000 TON | 100.00000 7200.00| | ASPHALT FOR TACK COAT | | | 0027 601-01625 1.000 EACH | 1600.00000 1600.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0028 601-01846 3.000 EACH | 1800.00000 5400.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-02159 25.000 LFT | 100.00000 2500.00| | GUARDRAIL, W BEAM, SPECIAL POST | | | ATTACHMENT | | | 0030 601-93346 4.000 EACH | 150.00000 600.00| | GUARD RAIL CONNECTOR, AS | | | 0031 601-94689 7.000 EACH | 2500.00000 17500.00| | GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 4.000 EACH | 1100.00000 4400.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 937.500 LFT | 16.00000 15000.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 601-99106 50.000 LFT | 24.00000 1200.00| | GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0035 604-06070 80.000 SYS | 40.00000 3200.00| | SIDEWALK, CONCRETE | | | 0036 604-07894 36.000 SYS | 250.00000 9000.00| | CURB RAMP, CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 480 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,593.01 ROUTE : 6 CALL ORDER : 480 CONTRACT ID : RS-28481-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 604-07901 28.000 SYS | 280.00000 7840.00| | CURB RAMP, CONCRETE, G | | | 0038 605-06120 207.000 LFT | 20.00000 4140.00| | CURB, CONCRETE | | | 0039 610-07488 310.000 TON | 100.00000 31000.00| | HMA FOR APPROACHES, TYPE C | | | 0040 612-04315 3.060 TON | 3000.00000 9180.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0041 612-05081 1.000 EACH | 3000.00000 3000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0042 612-60410 53.000 EACH | 66.00000 3498.00| | DRILLED HOLE FOR UNDERSEAL | | | 0043 615-06527 3.000 EACH | 500.00000 1500.00| | MONUMENT, SECTION CORNER | | | 0044 621-06574 70.000 SYS | 29.95000 2096.50| | SODDING | | | 0045 715-05119 46.000 LFT | 65.00000 2990.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0046 715-46005 4.000 EACH | 350.00000 1400.00| | PIPE END SECTION, 15 IN. | | | 0047 725-06866 42.000 LFT | 220.69000 9268.98| | PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0048 801-01093 8.000 EACH | 725.00000 5800.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-04308 8.000 EACH | 132.00000 1056.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06203 8645.000 LFT | 0.24000 2074.80| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0051 801-06207 4322.000 LFT | 1.06000 4581.32| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0052 801-06625 52.000 EACH | 69.00000 3588.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 38.000 EACH | 48.00000 1824.00| | CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP | 45000.00000 45000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 480 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,709,593.01 ROUTE : 6 CALL ORDER : 480 CONTRACT ID : RS-28481-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 801-07118 72.000 LFT | 6.25000 450.00| | BARRICADE, III-A | | | 0056 801-07119 48.000 LFT | 6.75000 324.00| | BARRICADE, III-B | | | 0057 804-06771 4.000 EACH | 23.00000 92.00| | DELINEATOR POST, FLEXIBLE GREY | | | 0058 804-06771 38.000 EACH | 23.00000 874.00| | DELINEATOR POST, FLEXIBLE WHITE | | | 0059 808-06713 86128.000 LFT | 0.10000 8612.80| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-75240 9378.000 LFT | 0.26000 2438.28| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0061 808-75245 18664.000 LFT | 0.26000 4852.64| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0062 808-75297 65.000 LFT | 4.40000 286.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0063 808-75996 635.000 EACH | 4.45000 2825.75| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 635.000 EACH | 17.15000 10890.25| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 1,873,290.96| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,873,290.96| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 486 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,245,947.63 ROUTE : 12 CALL ORDER : 486 CONTRACT ID : RS-28513-A COUNTIES : PORTER LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/10/06 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 $ 2,558,615.96 100.0000% 2 35-1120685 WALSH & KELLY INC $ 2,875,150.33 112.3713% ==================================================================================================================================== |( 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 | 9130.36000 9130.36| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2844.38000 17066.28| 2200.00000 13200.00| FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 150.00000 450.00| 150.00000 450.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 18.000 MOS | 70.00000 1260.00| 150.00000 2700.00| 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 | 128000.00000 128000.00| 143000.00000 143000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02240 3156.000 SYS | 10.00000 31560.00| 6.00000 18936.00| PAVEMENT REMOVAL | | | 0011 202-02241 4015.000 LFT | 2.50000 10037.50| 1.25000 5018.75| GUARDRAIL, REMOVE | | | 0012 202-04089 1.000 EACH | 30.00000 30.00| 30.00000 30.00| SIGN, SHEET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 486 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,245,947.63 ROUTE : 12 CALL ORDER : 486 CONTRACT ID : RS-28513-A COUNTIES : PORTER LETTING DATE : 04/19/06 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 202-93741 11.000 EACH | 250.00000 2750.00| 135.00000 1485.00| GUARD RAIL END TREATMENT, REMOVE | | | 0014 203-02080 0.260 MILE | 35099.15000 9125.78| 17500.00000 4550.00| LINEAR GRADING | | | 0015 207-08268 1747.000 SYS | 22.82000 39866.54| 10.00000 17470.00| SUBGRADE TREATMENT, TYPE IV | | | 0016 210-06369 1202.000 LFT | 2.30000 2764.60| 3.00000 3606.00| SAW CUT | | | 0017 303-07449 2738.000 TON | 25.52000 69873.76| 20.00000 54760.00| COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07491 500.000 TON | 70.00000 35000.00| 120.00000 60000.00| HMA PATCHING, TYPE C | | | 0019 305-07465 3237.000 SYS | 74.08000 239796.96| 135.00000 436995.00| PCC BASE PATCHING, 10 IN. | | | 0020 306-08033 177356.000 SYS | 0.65000 115281.40| 0.27000 47886.12| MILLING, ASPHALT, 1 IN. | | | 0021 306-08043 12488.000 SYS | 1.95000 24351.60| 0.49000 6119.12| MILLING, TRANSITION | | | 0022 306-08432 2496.000 SYS | 4.30000 10732.80| 3.10000 7737.60| MILLING, APPROACH | | | 0023 401-06264 LUMP | 20435.61000 20435.61| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0024 401-07320 3692.000 TON | 40.00000 147680.00| 50.00000 184600.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0025 401-07328 10940.000 TON | 51.98000 568661.20| 51.00000 557940.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0026 401-07370 4921.000 TON | 35.00000 172235.00| 44.00000 216524.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0027 401-07379 14692.000 TON | 41.36000 607661.12| 45.00000 661140.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0028 402-07442 769.000 TON | 39.43000 30321.67| 49.00000 37681.00| HMA BASE, TYPE C | | | 0029 406-05520 89.000 TON | 240.08000 21367.12| 500.00000 44500.00| ASPHALT FOR TACK COAT | | | 0030 601-05999 3.000 EACH | 45.00000 135.00| 45.00000 135.00| CURVED TERMINAL END | | | 0031 601-08434 1.000 EACH | 675.00000 675.00| 675.00000 675.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 , STAGE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 486 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,245,947.63 ROUTE : 12 CALL ORDER : 486 CONTRACT ID : RS-28513-A COUNTIES : PORTER LETTING DATE : 04/19/06 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-08436 1.000 EACH | 950.00000 950.00| 950.00000 950.00| GUARDRAIL END TREATMENT, TYPE MS, SPARE | | | PARTS PACKAGE, STAGE 2 , STAGE 2 | | | 0033 601-94689 4.000 EACH | 2125.00000 8500.00| 2776.64000 11106.56| GUARDRAIL END TREATMENT, OS | | | 0034 601-94690 4.000 EACH | 3816.00000 15264.00| 3550.00000 14200.00| GUARDRAIL END TREATMENT, MS | | | 0035 601-99105 4325.000 LFT | 13.60000 58820.00| 13.45000 58171.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 601-99108 2175.000 LFT | 19.60000 42630.00| 19.60000 42630.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0037 612-04315 2.000 TON | 2694.00000 5388.00| 2835.00000 5670.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0038 612-05081 1.000 EACH | 2850.00000 2850.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0039 612-60410 64.000 EACH | 65.50000 4192.00| 69.00000 4416.00| DRILLED HOLE FOR UNDERSEAL | | | 0040 621-06574 4680.000 SYS | 3.10000 14508.00| 3.10000 14508.00| SODDING | | | 0041 801-06203 11742.000 LFT | 0.25000 2935.50| 0.50000 5871.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 5871.000 LFT | 0.65000 3816.15| 2.00000 11742.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06640 36.000 EACH | 139.00000 5004.00| 139.00000 5004.00| CONSTRUCTION SIGN, A | | | 0044 801-06710 120.000 DAY | 14.00000 1680.00| 14.00000 1680.00| FLASHING ARROW SIGN | | | 0045 801-06775 LUMP | 16445.71000 16445.71| 60000.00000 60000.00| MAINTAINING TRAFFIC | | | 0046 801-09133 2.000 EACH | 4300.00000 8600.00| 4300.00000 8600.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0047 802-05701 24.000 LFT | 12.15000 291.60| 12.15000 291.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0048 802-76025 6.300 SFT | 19.50000 122.85| 19.50000 122.85| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 486 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,245,947.63 ROUTE : 12 CALL ORDER : 486 CONTRACT ID : RS-28513-A COUNTIES : PORTER LETTING DATE : 04/19/06 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 802-76030 3.900 SFT | 26.00000 101.40| 26.00000 101.40| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0050 804-06771 172.000 EACH | 26.50000 4558.00| 26.50000 4558.00| DELINEATOR POST, FLEXIBLE | | | 0051 808-06701 9324.000 LFT | 0.26000 2424.24| 0.29000 2703.96| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0052 808-06703 40298.000 LFT | 0.26000 10477.48| 0.29000 11686.42| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0053 808-75245 37298.000 LFT | 0.26000 9697.48| 0.29000 10816.42| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0054 808-75256 895.000 LFT | 1.25000 1118.75| 1.60000 1432.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0055 808-75274 5332.000 LFT | 1.25000 6665.00| 1.60000 8531.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0056 808-75290 132.000 LFT | 3.00000 396.00| 4.75000 627.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0057 808-75297 100.000 LFT | 3.00000 300.00| 4.75000 475.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0058 808-75996 597.000 EACH | 6.50000 3880.50| 7.34000 4381.98| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0059 808-75998 597.000 EACH | 18.00000 10746.00| 16.30000 9731.10| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,558,615.96| $ 2,875,150.33| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,558,615.96| $ 2,875,150.33| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,274,736.36 ROUTE : SR 13 CALL ORDER : 500 CONTRACT ID : RS-28589-A COUNTIES : KOSCIUSKO LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/08/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,164,156.25 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 1,184,287.24 101.7292% 3 35-1139301 E & B PAVING, INC. $ 1,326,012.82 113.9033% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |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 105-06899 1.000 EACH | 80.00000 80.00| 300.00000 300.00| 96.00000 96.00 RADIO | | | 0002 105-07039 6.000 MOS | 1530.00000 9180.00| 1400.00000 8400.00| 1502.00000 9012.00 FIELD OFFICE, B | | | 0003 105-08520 1.000 EACH | 80.00000 80.00| 300.00000 300.00| 96.00000 96.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 6.000 MOS | 36.00000 216.00| 51.00000 306.00| 140.00000 840.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 6.000 MOS | 36.00000 216.00| 41.00000 246.00| 140.00000 840.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 58200.00000 58200.00| 59000.00000 59000.00| 66200.00000 66200.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-90277 7.000 EACH | 400.00000 2800.00| 400.00000 2800.00| 400.00000 2800.00 DETECTOR HOUSING, REMOVE | | | 0012 202-93741 9.000 EACH | 200.00000 1800.00| 200.00000 1800.00| 200.00000 1800.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,274,736.36 ROUTE : SR 13 CALL ORDER : 500 CONTRACT ID : RS-28589-A COUNTIES : KOSCIUSKO LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 301-07448 282.000 TON | 5.00000 1410.00| 23.00000 6486.00| 5.00000 1410.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 303-07449 2417.000 TON | 14.50000 35046.50| 23.00000 55591.00| 29.00000 70093.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07490 129.000 TON | 84.50000 10900.50| 140.00000 18060.00| 136.00000 17544.00 HMA PATCHING, TYPE B | | | 0016 306-08033 151492.000 SYS | 0.01000 1514.92| 0.01000 1514.92| 0.37000 56052.04 MILLING, ASPHALT, 1 IN. | | | 0017 306-08043 714.000 SYS | 0.01000 7.14| 0.01000 7.14| 0.15000 107.10 MILLING, TRANSITION | | | 0018 306-08432 22879.000 SYS | 0.01000 228.79| 0.01000 228.79| 2.00000 45758.00 MILLING, APPROACH | | | 0019 401-06264 LUMP | 3000.00000 3000.00| 13000.00000 13000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0021 402-07433 287.000 TON | 25.00000 7175.00| 56.00000 16072.00| 90.00000 25830.00 HMA SURFACE, TYPE B | | | 0022 406-05520 46.000 TON | 1.00000 46.00| 0.01000 0.46| 211.00000 9706.00 ASPHALT FOR TACK COAT | | | 0023 507-07479 112.000 TON | 90.70000 10158.40| 140.00000 15680.00| 130.00000 14560.00 HMA PARTIAL DEPTH PATCH | | | 0024 601-91426 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 200.00000 200.00 GUARD RAIL TERMINAL END SECTION, A | | | 0025 601-94689 9.000 EACH | 2300.00000 20700.00| 3000.00000 27000.00| 2780.00000 25020.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 25.000 LFT | 25.00000 625.00| 25.00000 625.00| 25.00000 625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 610-07486 2579.000 TON | 25.00000 64475.00| 65.00000 167635.00| 22.00000 56738.00 HMA FOR APPROACHES, TYPE A | | | 0028 611-06497 19.000 EACH | 135.00000 2565.00| 135.00000 2565.00| 135.00000 2565.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 611-08232 76.000 EACH | 117.50000 8930.00| 1.00000 76.00| 145.00000 11020.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0030 612-04315 34.100 TON | 1114.00000 37987.40| 1114.00000 37987.40| 1114.00000 37987.40 ASPHALT MATERIAL FOR UNDERSEAL | | | 0031 612-05081 1.000 EACH | 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0032 612-60410 480.000 EACH | 13.50000 6480.00| 13.50000 6480.00| 13.50000 6480.00 DRILLED HOLE FOR UNDERSEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,274,736.36 ROUTE : SR 13 CALL ORDER : 500 CONTRACT ID : RS-28589-A COUNTIES : KOSCIUSKO LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 615-06520 7.000 EACH | 380.00000 2660.00| 350.00000 2450.00| 435.00000 3045.00 MONUMENT, RE-ESTABLISH | | | 0034 715-01662 30.000 LFT | 75.00000 2250.00| 68.00000 2040.00| 118.00000 3540.00 PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | | 0035 715-05149 96.000 LFT | 76.00000 7296.00| 92.20000 8851.20| 30.00000 2880.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0036 720-45335 1.000 EACH | 2250.00000 2250.00| 3700.00000 3700.00| 1700.00000 1700.00 CATCH BASIN, E7, MODIFIED | | | 0037 801-06203 4183.000 LFT | 0.16000 669.28| 0.26000 1087.58| 0.23000 962.09 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 4183.000 LFT | 0.79000 3304.57| 1.10000 4601.30| 0.80000 3346.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 33.000 EACH | 98.00000 3234.00| 98.00000 3234.00| 131.00000 4323.00 CONSTRUCTION SIGN, A | | | 0040 801-06775 LUMP | 480375.00000 480375.00| 78000.00000 78000.00| 145000.00000 145000.00 MAINTAINING TRAFFIC | | | 0041 801-92448 360.000 DAY | 0.01000 3.60| 3.00000 1080.00| 1.00000 360.00 CONSTRUCTION SIGNS, MOBILE | | | 0042 805-78470 439.000 LFT | 1.00000 439.00| 1.00000 439.00| 1.00000 439.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78785 7.000 EACH | 650.00000 4550.00| 650.00000 4550.00| 650.00000 4550.00 SIGNAL DETECTOR HOUSING | | | 0044 805-78795 439.000 LFT | 10.00000 4390.00| 10.00000 4390.00| 10.00000 4390.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0045 808-03631 85938.000 LFT | 0.27000 23203.26| 0.27000 23203.26| 0.27000 23203.26 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0046 808-03632 39973.000 LFT | 0.27000 10792.71| 0.27000 10792.71| 0.27000 10792.71 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0047 808-04896 8024.000 LFT | 0.27000 2166.48| 0.27000 2166.48| 0.27000 2166.48 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0048 808-74805 302.000 LFT | 15.75000 4756.50| 15.75000 4756.50| 15.75000 4756.50 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0049 808-75996 1066.000 EACH | 2.95000 3144.70| 4.50000 4797.00| 3.74000 3986.84 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 1066.000 EACH | 15.75000 16789.50| 15.75000 16789.50| 18.00000 19188.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,274,736.36 ROUTE : SR 13 CALL ORDER : 500 CONTRACT ID : RS-28589-A COUNTIES : KOSCIUSKO LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-0997978 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 211-07454 18.000 CYS | 4.50000 81.00| 16.00000 288.00| 25.00000 450.00 STRUCTURE BACKFILL | | | 0052 401-07322 12211.000 TON | 25.00000 305275.00| 46.00000 561706.00| 50.00000 610550.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | SECTION TOTALS | $ 1,164,156.25| $ 1,184,287.24| $ 1,326,012.82 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,164,156.25| $ 1,184,287.24| $ 1,326,012.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,643,864.00 ROUTE : SR 124 CALL ORDER : 510 CONTRACT ID : RS-28591-A COUNTIES : WABASH LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE 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 35-1139301 E & B PAVING, INC. $ 2,387,524.28 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,443,814.89 102.3577% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | 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 | 20000.00000 20000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1737.40000 10424.40| 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 | 119000.00000 119000.00| 122000.00000 122000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-93741 16.000 EACH | 200.00000 3200.00| 200.00000 3200.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-90014 3.500 STA | 684.00000 2394.00| 642.02000 2247.07| LINEAR GRADING | | | 0009 301-07448 862.000 TON | 5.00000 4310.00| 5.00000 4310.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-07449 5531.000 TON | 5.00000 27655.00| 5.00000 27655.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 2840.000 TON | 55.00000 156200.00| 64.28000 182555.20| HMA PATCHING, TYPE B | | | 0012 306-08033 139967.000 SYS | 1.00000 139967.00| 0.31000 43389.77| MILLING, ASPHALT, 1 IN. | | | 0013 306-08043 2037.000 SYS | 5.00000 10185.00| 0.44000 896.28| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,643,864.00 ROUTE : SR 124 CALL ORDER : 510 CONTRACT ID : RS-28591-A COUNTIES : WABASH LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08432 9667.000 SYS | 0.01000 96.67| 0.01000 96.67| MILLING, APPROACH | | | 0015 401-06264 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| PROFILOGRAPH, HMA | | | 0016 401-07321 11634.000 TON | 45.00000 523530.00| 32.00000 372288.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0017 401-07371 19390.000 TON | 41.00000 794990.00| 27.00000 523530.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0018 402-07433 257.000 TON | 60.00000 15420.00| 55.33000 14219.81| HMA SURFACE, TYPE B | | | 0019 402-07438 428.000 TON | 60.00000 25680.00| 47.67000 20402.76| HMA INTERMEDIATE, TYPE B | | | 0020 402-07451 212.000 TON | 60.00000 12720.00| 59.67000 12650.04| HMA, TYPE B, WEDGE AND LEVEL | | | 0021 406-05520 78.000 TON | 10.00000 780.00| 10.00000 780.00| ASPHALT FOR TACK COAT | | | 0022 507-07479 88.000 TON | 65.00000 5720.00| 97.74000 8601.12| HMA PARTIAL DEPTH PATCH | | | 0023 601-06035 138.000 LFT | 22.00000 3036.00| 22.00000 3036.00| GUARDRAIL, RESET | | | 0024 601-94689 16.000 EACH | 3061.00000 48976.00| 2300.00000 36800.00| GUARDRAIL END TREATMENT, OS | | | 0025 608-04396 20.000 EACH | 234.00000 4680.00| 53.40000 1068.00| SHOULDER DRAIN | | | 0026 610-07486 3846.000 TON | 22.00000 84612.00| 35.00000 134610.00| HMA FOR APPROACHES, TYPE A | | | 0027 611-06497 20.000 EACH | 135.00000 2700.00| 135.00000 2700.00| MAILBOX ASSEMBLY, SINGLE | | | 0028 611-08232 78.000 EACH | 185.00000 14430.00| 151.16000 11790.48| MAILBOX ASSEMBLY, SINGLE, RESET | | | 0029 615-06520 23.000 EACH | 435.00000 10005.00| 435.00000 10005.00| MONUMENT, RE-ESTABLISH | | | 0030 801-06203 5519.000 LFT | 0.30000 1655.70| 5.19000 28643.61| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 2776.000 LFT | 3.00000 8328.00| 5.86000 16267.36| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 28.000 EACH | 100.00000 2800.00| 120.00000 3360.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,643,864.00 ROUTE : SR 124 CALL ORDER : 510 CONTRACT ID : RS-28591-A COUNTIES : WABASH LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-06775 LUMP | 269200.00000 269200.00| 766301.99000 766301.99| MAINTAINING TRAFFIC | | | 0034 801-92448 360.000 DAY | 1.00000 360.00| 1.00000 360.00| CONSTRUCTION SIGNS, MOBILE | | | 0035 808-06712 10172.000 LFT | 0.12000 1220.64| 0.12000 1220.64| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0036 808-06713 95820.000 LFT | 0.12000 11498.40| 0.12000 11498.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0037 808-06714 28966.000 LFT | 0.12000 3475.92| 0.12000 3475.92| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0038 808-75297 35.000 LFT | 20.00000 700.00| 20.00000 700.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0039 808-75340 1.000 EACH | 1500.00000 1500.00| 400.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0040 808-75996 871.000 EACH | 3.70000 3222.70| 2.63000 2290.73| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0041 808-75998 871.000 EACH | 17.75000 15460.25| 15.75000 13718.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0042 616-06406 522.000 SYS | 24.00000 12528.00| 18.45000 9630.90| RIPRAP, REVETMENT | | | 0043 616-02320 657.000 SYS | 5.00000 3285.00| 2.57000 1688.49| GEOTEXTILES | | | SECTION TOTALS | $ 2,387,524.28| $ 2,443,814.89| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,387,524.28| $ 2,443,814.89| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 518 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,558,001.16 ROUTE : 35 CALL ORDER : 518 CONTRACT ID : RS-28615-A COUNTIES : LAPORTE STARKE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/07/06 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 $ 1,348,636.81 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,440,968.79 106.8463% 3 35-1120685 WALSH & KELLY INC $ 1,595,851.76 118.3307% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |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 | 3550.00000 3550.00| 4500.00000 4500.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1785.00000 7140.00| 2000.00000 8000.00| 2400.00000 9600.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 162.00000 486.00| 150.00000 450.00| 175.00000 525.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 108.00000 1296.00| 150.00000 1800.00| 175.00000 2100.00 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 | 24725.00000 24725.00| 70640.00000 70640.00| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 100.000 LFT | 2.89000 289.00| 5.00000 500.00| 2.75000 275.00 GUARDRAIL, REMOVE | | | 0011 202-93741 6.000 EACH | 492.57000 2955.42| 250.00000 1500.00| 185.00000 1110.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02080 0.100 MILE | 29550.00000 2955.00| 55000.00000 5500.00| 40000.00000 4000.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 518 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,558,001.16 ROUTE : 35 CALL ORDER : 518 CONTRACT ID : RS-28615-A COUNTIES : LAPORTE STARKE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 207-08268 4232.000 SYS | 12.60000 53323.20| 10.00000 42320.00| 15.00000 63480.00 SUBGRADE TREATMENT, TYPE IV | | | 0014 303-07449 5700.000 TON | 15.20000 86640.00| 5.00000 28500.00| 14.00000 79800.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07491 500.000 TON | 66.30000 33150.00| 85.00000 42500.00| 85.00000 42500.00 HMA PATCHING, TYPE C | | | 0016 304-07492 1941.000 TON | 47.70000 92585.70| 54.00000 104814.00| 58.00000 112578.00 WIDENING WITH HMA, TYPE A | | | 0017 306-08033 88826.000 SYS | 0.53000 47077.78| 0.40000 35530.40| 0.70000 62178.20 MILLING, ASPHALT, 1 IN. | | | 0018 306-08043 728.000 SYS | 3.90000 2839.20| 10.00000 7280.00| 4.00000 2912.00 MILLING, TRANSITION | | | 0019 401-06264 LUMP | 4400.00000 4400.00| 6500.00000 6500.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0020 401-07322 7400.000 TON | 48.00000 355200.00| 59.00000 436600.00| 57.00000 421800.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0021 401-07372 10162.000 TON | 44.60000 453225.20| 45.00000 457290.00| 50.00000 508100.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0022 406-05520 34.400 TON | 450.00000 15480.00| 350.00000 12040.00| 550.00000 18920.00 ASPHALT FOR TACK COAT | | | 0023 601-93346 4.000 EACH | 115.50000 462.00| 150.00000 600.00| 110.00000 440.00 GUARD RAIL CONNECTOR, AS | | | 0024 601-94689 6.000 EACH | 2625.00000 15750.00| 2400.00000 14400.00| 2500.00000 15000.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 2.000 EACH | 787.50000 1575.00| 1200.00000 2400.00| 750.00000 1500.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE , STAGE 2 | | | 0026 601-99105 381.250 LFT | 18.38000 7007.38| 16.00000 6100.00| 17.50000 6671.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 610-07488 573.000 TON | 70.30000 40281.90| 120.00000 68760.00| 80.00000 45840.00 HMA FOR APPROACHES, TYPE C | | | 0028 801-01093 8.000 EACH | 945.00000 7560.00| 580.00000 4640.00| 725.00000 5800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0029 801-06203 6117.000 LFT | 0.32000 1957.44| 0.30000 1835.10| 0.50000 3058.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 3065.000 LFT | 2.23000 6834.95| 0.95000 2911.75| 2.00000 6130.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 518 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,558,001.16 ROUTE : 35 CALL ORDER : 518 CONTRACT ID : RS-28615-A COUNTIES : LAPORTE STARKE LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1139301 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 801-06640 18.000 EACH | 110.25000 1984.50| 168.00000 3024.00| 168.00000 3024.00 CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP | 46100.00000 46100.00| 40200.00000 40200.00| 58000.00000 58000.00 MAINTAINING TRAFFIC | | | 0033 804-06771 100.000 EACH | 21.53000 2153.00| 22.00000 2200.00| 29.00000 2900.00 DELINEATOR POST, FLEXIBLE | | | 0034 808-06713 66354.000 LFT | 0.13000 8626.02| 0.12000 7962.48| 0.13000 8626.02 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0035 808-75240 6640.000 LFT | 0.27000 1792.80| 0.26000 1726.40| 0.35000 2324.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0036 808-75245 15911.000 LFT | 0.27000 4295.97| 0.26000 4136.86| 0.31000 4932.41 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0037 808-75297 15.000 LFT | 26.25000 393.75| 25.00000 375.00| 75.00000 1125.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75996 545.000 EACH | 8.30000 4523.50| 6.64000 3618.80| 4.50000 2452.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 545.000 EACH | 18.38000 10017.10| 18.00000 9810.00| 20.45000 11145.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,348,636.81| $ 1,440,968.79| $ 1,595,851.76 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,348,636.81| $ 1,440,968.79| $ 1,595,851.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 524 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,058,293.45 ROUTE : SR 110 CALL ORDER : 524 CONTRACT ID : RS-28636-A COUNTIES : MARSHALL LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/31/06 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. $ 1,983,939.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,107,132.91 106.2096% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | 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 | 25245.00000 25245.00| 160000.00000 160000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 2000.00000 8000.00| 1580.00000 6320.00| FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 150.00000 450.00| 80.00000 240.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 150.00000 1800.00| 80.00000 960.00| 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 | 102515.00000 102515.00| 100500.00000 100500.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 553.000 LFT | 3.00000 1659.00| 2.75000 1520.75| GUARDRAIL, REMOVE | | | 0011 202-93741 5.000 EACH | 250.00000 1250.00| 200.00000 1000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-02080 0.500 MILE | 25000.00000 12500.00| 5700.00000 2850.00| LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 524 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,058,293.45 ROUTE : SR 110 CALL ORDER : 524 CONTRACT ID : RS-28636-A COUNTIES : MARSHALL LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-07449 7879.000 TON | 5.00000 39395.00| 12.00000 94548.00| COMPACTED AGGREGATE, NO. 73 | | | 0014 304-07491 150.000 TON | 85.00000 12750.00| 90.00000 13500.00| HMA PATCHING, TYPE C | | | 0016 306-08043 750.000 SYS | 0.01000 7.50| 0.81000 607.50| MILLING, TRANSITION | | | 0017 306-08432 18000.000 SYS | 0.01000 180.00| 0.01000 180.00| MILLING, APPROACH | | | 0018 401-06264 LUMP | 10500.00000 10500.00| 20000.00000 20000.00| PROFILOGRAPH, HMA | | | 0019 401-07322 18029.000 TON | 49.20000 887026.80| 40.00000 721160.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm --PWL | | | 0021 406-05520 60.000 TON | 100.00000 6000.00| 150.00000 9000.00| ASPHALT FOR TACK COAT | | | 0022 601-01625 1.000 EACH | 1600.00000 1600.00| 1575.00000 1575.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-08434 1.000 EACH | 1800.00000 1800.00| 650.00000 650.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0024 601-94689 5.000 EACH | 2400.00000 12000.00| 6000.00000 30000.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 556.250 LFT | 16.00000 8900.00| 16.15000 8983.44| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 615-06520 45.000 EACH | 425.00000 19125.00| 335.00000 15075.00| MONUMENT, RE-ESTABLISH | | | 0028 715-06675 150.000 LFT | 1.00000 150.00| 71.00000 10650.00| PIPE LINER | | | 0029 715-46010 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| PIPE END SECTION, 18 IN. | | | 0030 715-46020 8.000 EACH | 650.00000 5200.00| 700.00000 5600.00| PIPE END SECTION, 24 IN. | | | 0031 715-46030 6.000 EACH | 800.00000 4800.00| 800.00000 4800.00| PIPE END SECTION, 30 IN. | | | 0032 715-46040 2.000 EACH | 1200.00000 2400.00| 900.00000 1800.00| PIPE END SECTION, 36 IN. | | | 0033 725-06858 70.000 LFT | 189.85000 13289.50| 151.00000 10570.00| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0034 725-06859 260.000 LFT | 118.00000 30680.00| 102.00000 26520.00| PIPE LINER, THERMOPLASTIC, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 524 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,058,293.45 ROUTE : SR 110 CALL ORDER : 524 CONTRACT ID : RS-28636-A COUNTIES : MARSHALL LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 725-06867 120.000 LFT | 75.00000 9000.00| 83.00000 9960.00| PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0036 725-06870 205.000 LFT | 130.00000 26650.00| 124.00000 25420.00| PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0037 725-08531 162.000 LFT | 465.00000 75330.00| 666.00000 107892.00| PIPE LINER, THERMOPLASTIC, AREA 16 5 | | | SFT. | | | 0038 801-01093 12.000 EACH | 575.00000 6900.00| 575.00000 6900.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-06203 8686.000 LFT | 0.25000 2171.50| 0.26000 2258.36| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06207 8409.000 LFT | 0.80000 6727.20| 1.04000 8745.36| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06640 66.000 EACH | 88.00000 5808.00| 88.00000 5808.00| CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP | 113000.00000 113000.00| 365000.00000 365000.00| MAINTAINING TRAFFIC | | | 0043 804-06771 30.000 EACH | 28.00000 840.00| 28.00000 840.00| DELINEATOR POST, FLEXIBLE | | | 0044 808-04298 2.000 EACH | 350.00000 700.00| 385.00000 770.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0045 808-06703 136310.000 LFT | 1.00000 136310.00| 0.26000 35440.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0046 808-75240 13940.000 LFT | 0.25000 3485.00| 0.26000 3624.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0047 808-75245 42650.000 LFT | 0.25000 10662.50| 0.25000 10662.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0048 808-75297 138.000 LFT | 6.00000 828.00| 5.50000 759.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0049 401-07372 1585.000 TON | 42.00000 66570.00| 35.00000 55475.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0050 304-07494 1517.000 TON | 49.00000 74333.00| 35.00000 53095.00| WIDENING WITH HMA, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 524 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,058,293.45 ROUTE : SR 110 CALL ORDER : 524 CONTRACT ID : RS-28636-A COUNTIES : MARSHALL LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 207-08268 3244.000 SYS | 13.00000 42172.00| 5.00000 16220.00| SUBGRADE TREATMENT, TYPE IV | | | 0052 306-08033 214900.000 SYS | 0.25000 53725.00| 0.01000 2149.00| MILLING, ASPHALT, 1 IN. | | | 0053 402-07451 1500.000 TON | 45.00000 67500.00| 55.00000 82500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0054 610-07487 1400.000 TON | 50.00000 70000.00| 45.00000 63000.00| HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 1,983,939.00| $ 2,107,132.91| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,983,939.00| $ 2,107,132.91| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,801.72 ROUTE : SR 62 CALL ORDER : 530 CONTRACT ID : B -26855-A COUNTIES : SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,056,747.85 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,272,748.45 120.4401% ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1618530 |( ) |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION AND SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 16500.00000 16500.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2190.00000 21900.00| 2000.00000 20000.00| FIELD OFFICE, A | | | 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 | 52000.00000 52000.00| 60000.00000 60000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9500.00000 9500.00| 12000.00000 12000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 414.000 m2 | 20.80000 8611.20| 12.00000 4968.00| PAVEMENT REMOVAL | | | 0008 202-02241 317.700 m | 8.00000 2541.60| 10.50000 3335.85| GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 15380.00000 15380.00| 30000.00000 30000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0010 202-51330 LUMP | 21450.00000 21450.00| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0011 202-90090 8.100 m2 | 66.00000 534.60| 275.00000 2227.50| CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0013 203-02000 1801.000 m3 | 11.70000 21071.70| 20.00000 36020.00| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,801.72 ROUTE : SR 62 CALL ORDER : 530 CONTRACT ID : B -26855-A COUNTIES : SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1618530 |( ) |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-51223 4675.000 m3 | 9.70000 45347.50| 12.00000 56100.00| EXCAVATION, WATERWAY | | | 0015 205-03371 70.000 m3 | 18.50000 1295.00| 40.00000 2800.00| SEDIMENT REMOVE | | | 0016 205-06931 41.400 Mg | 34.00000 1407.60| 50.00000 2070.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06933 1.000 EACH | 123.00000 123.00| 95.00000 95.00| TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06935 1.000 EACH | 2060.00000 2060.00| 2000.00000 2000.00| TEMPORARY SEDIMENT BASIN | | | 0019 205-06936 35.000 Mg | 28.00000 980.00| 35.00000 1225.00| TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 550.000 m | 4.90000 2695.00| 5.00000 2750.00| TEMPORARY SILT FENCE | | | 0021 206-93520 125.000 m2 | 178.00000 22250.00| 350.00000 43750.00| TEMPORARY SHEET PILING | | | 0023 208-51500 LUMP | 9600.00000 9600.00| 4000.00000 4000.00| RESHAPE SPILL SLOPES | | | 0025 302-07455 46.000 m3 | 47.00000 2162.00| 75.00000 3450.00| DENSE GRADED SUBBASE | | | 0026 304-07493 397.000 Mg | 103.00000 40891.00| 105.00000 41685.00| WIDENING WITH HMA, TYPE B | | | 0028 306-08043 696.000 m2 | 11.50000 8004.00| 17.50000 12180.00| MILLING, TRANSITION | | | 0029 402-07433 310.000 Mg | 72.00000 22320.00| 70.00000 21700.00| HMA SURFACE, TYPE B | | | 0030 402-07438 600.000 Mg | 56.00000 33600.00| 56.00000 33600.00| HMA INTERMEDIATE, TYPE B | | | 0031 402-07441 663.000 Mg | 63.00000 41769.00| 58.00000 38454.00| HMA BASE, TYPE B | | | 0034 502-06329 86.400 m2 | 68.00000 5875.20| 110.00000 9504.00| PCCP, 300 mm | | | 0035 503-03489 48.000 EACH | 32.00000 1536.00| 20.00000 960.00| RETROFITTED TIE BARS | | | 0036 503-05310 14.400 m | 234.00000 3369.60| 800.00000 11520.00| TERMINAL JOINT | | | 0037 601-01522 4.000 EACH | 1660.00000 6640.00| 1850.00000 7400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0039 601-94689 8.000 EACH | 2450.00000 19600.00| 2100.00000 16800.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,801.72 ROUTE : SR 62 CALL ORDER : 530 CONTRACT ID : B -26855-A COUNTIES : SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1618530 |( ) |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-99105 480.060 m | 59.00000 28323.54| 50.00000 24003.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 602-06729 4.000 EACH | 18.00000 72.00| 8.50000 34.00| BARRIER DELINEATOR | | | 0042 609-06259 234.000 m2 | 76.00000 17784.00| 120.00000 28080.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0044 615-06490 12.000 EACH | 104.00000 1248.00| 120.00000 1440.00| RIGHT OF WAY MARKER | | | 0045 615-06505 2.000 EACH | 520.00000 1040.00| 550.00000 1100.00| MONUMENT, B | | | 0046 615-06527 1.000 EACH | 420.00000 420.00| 500.00000 500.00| MONUMENT, SECTION CORNER | | | 0047 616-02320 944.000 m2 | 2.20000 2076.80| 3.00000 2832.00| GEOTEXTILES | | | 0048 616-05688 349.000 Mg | 32.40000 11307.60| 30.00000 10470.00| RIPRAP, CLASS 1 | | | 0049 616-05689 118.000 Mg | 32.90000 3882.20| 40.00000 4720.00| RIPRAP, CLASS 2 | | | 0050 616-06405 225.000 Mg | 29.90000 6727.50| 30.00000 6750.00| RIPRAP, REVETMENT | | | 0051 621-01004 2.000 EACH | 520.00000 1040.00| 700.00000 1400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02770 5684.000 m2 | 1.70000 9662.80| 1.50000 8526.00| EROSION CONTROL BLANKET | | | 0053 621-06545 1.100 Mg | 390.00000 429.00| 600.00000 660.00| FERTILIZER | | | 0054 621-06553 178.000 kg | 5.90000 1050.20| 6.50000 1157.00| SEED MIXTURE, R | | | 0055 621-06557 84.000 kg | 4.90000 411.60| 6.50000 546.00| SEED MIXTURE, T | | | 0056 621-06565 2.800 Mg | 360.00000 1008.00| 500.00000 1400.00| MULCHING MATERIAL | | | 0057 621-06567 3.000 kL | 7.00000 21.00| 1.00000 3.00| WATER | | | 0058 621-06574 148.000 m2 | 4.30000 636.40| 9.00000 1332.00| SODDING | | | 0059 622-98200 8.000 EACH | 31.00000 248.00| 35.00000 280.00| SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,801.72 ROUTE : SR 62 CALL ORDER : 530 CONTRACT ID : B -26855-A COUNTIES : SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1618530 |( ) |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 702-51863 212.000 EACH | 19.00000 4028.00| 14.00000 2968.00| FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51030 225.000 kg | 2.60000 585.00| 3.00000 675.00| REINFORCING STEEL | | | 0062 703-51032 6775.000 kg | 2.60000 17615.00| 3.00000 20325.00| REINFORCING STEEL, EPOXY COATED | | | 0063 703-97703 98.000 EACH | 36.00000 3528.00| 20.00000 1960.00| THREADED BAR SPLICE, EPOXY COATED | | | 0064 706-05732 4.000 EACH | 1620.00000 6480.00| 2000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51025 19.700 m | 184.00000 3624.80| 250.00000 4925.00| CONCRETE, C, RAILING | | | 0066 709-51821 LUMP | 4270.00000 4270.00| 4200.00000 4200.00| SURFACE SEAL , STR. NO. 2 | | | 0067 710-51870 1.000 m2 | 425.00000 425.00| 1200.00000 1200.00| REPOINTING MASONRY IN STRUCTURES | | | 0068 715-04548 1.000 EACH | 7390.00000 7390.00| 7500.00000 7500.00| GRATED BOX END SECTION, II, 6:1, 750 mm | | | 0069 715-05125 13.000 m | 216.00000 2808.00| 420.00000 5460.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0070 715-98974 1.000 EACH | 8390.00000 8390.00| 10000.00000 10000.00| GRATED BOX END SECTION, II, 6:1, 900 mm | | | 0071 722-51842 112.000 m2 | 138.00000 15456.00| 200.00000 22400.00| BRIDGE DECK OVERLAY | | | 0072 722-51846 2.100 m3 | 434.50000 912.45| 434.50000 912.45| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0073 722-51852 22.000 m2 | 39.00000 858.00| 100.00000 2200.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0074 723-06660 22.200 m2 | 858.00000 19047.60| 2300.00000 51060.00| WINGWALL | | | 0075 723-07819 14.400 m | 4768.00000 68659.20| 6500.00000 93600.00| STRUCTURE, PRECAST THREE-SIDED, 4260 mm | | | X 1830 mm | | | 0076 801-01851 LUMP | 27600.00000 27600.00| 34000.00000 34000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR. NO. 1 | | | 0077 801-01851 LUMP | 31600.00000 31600.00| 32000.00000 32000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 530 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,801.72 ROUTE : SR 62 CALL ORDER : 530 CONTRACT ID : B -26855-A COUNTIES : SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1618530 |( ) |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 801-04308 2.000 EACH | 345.00000 690.00| 350.00000 700.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0079 801-06203 780.000 m | 1.00000 780.00| 1.00000 780.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0080 801-06207 4148.000 m | 3.20000 13273.60| 3.25000 13481.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0081 801-06577 7.200 m | 20.00000 144.00| 20.00000 144.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0082 801-06640 45.000 EACH | 140.00000 6300.00| 150.00000 6750.00| CONSTRUCTION SIGN, A | | | 0083 801-06645 17.000 EACH | 65.00000 1105.00| 60.00000 1020.00| CONSTRUCTION SIGN, B | | | 0084 801-06775 LUMP | 42000.00000 42000.00| 85000.00000 85000.00| MAINTAINING TRAFFIC | | | 0085 801-07118 14.400 m | 58.00000 835.20| 60.00000 864.00| BARRICADE, III-A | | | 0086 801-07119 36.000 m | 73.00000 2628.00| 70.00000 2520.00| BARRICADE, III-B | | | 0087 801-08389 199.000 m | 164.00000 32636.00| 125.00000 24875.00| TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0088 801-08401 738.000 m | 113.00000 83394.00| 70.00000 51660.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0089 802-05701 10.580 m | 102.00000 1079.16| 40.00000 423.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0090 802-07059 1.000 EACH | 83.00000 83.00| 33.00000 33.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0091 802-07060 4.000 EACH | 271.00000 1084.00| 65.00000 260.00| SIGN, SHEET, RELOCATE | | | 0092 802-76025 0.630 m2 | 370.00000 233.10| 200.00000 126.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0094 808-06712 311.000 m | 1.00000 311.00| 1.00000 311.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0095 808-06716 903.000 m | 2.00000 1806.00| 2.25000 2031.75| LINE, REMOVE | | | 0096 808-75240 82.000 m | 1.40000 114.80| 1.35000 110.70| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 530 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,067,801.72 ROUTE : SR 62 CALL ORDER : 530 CONTRACT ID : B -26855-A COUNTIES : SPENCER LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-1618530 |( ) |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 808-75996 24.000 EACH | 17.00000 408.00| 25.00000 600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0098 808-75998 24.000 EACH | 69.00000 1656.00| 70.00000 1680.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0099 207-08263 1543.000 m2 | 12.70000 19596.10| 8.00000 12344.00| SUBGRADE TREATMENT, TYPE IA | | | 0100 722-60824 114.000 m2 | 8.50000 969.00| 20.00000 2280.00| SURFACE MILLING | | | 0101 406-05520 2.100 Mg | 360.00000 756.00| 300.00000 630.00| ASPHALT FOR TACK COAT | | | 0102 610-07487 231.000 Mg | 76.00000 17556.00| 125.00000 28875.00| HMA FOR APPROACHES, TYPE B | | | 0103 808-06713 1315.000 m | 1.00000 1315.00| 1.00000 1315.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0104 213-08058 166.000 m3 | 129.00000 21414.00| 150.00000 24900.00| FLOWABLE BACKFILL | | | 0105 301-07448 338.000 Mg | 26.40000 8923.20| 40.00000 13520.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0106 601-06854 2.000 EACH | 3170.00000 6340.00| 2700.00000 5400.00| GUARDRAIL, W-BEAM, NESTED | | | 0107 701-02936 184.000 m | 164.00000 30176.00| 250.00000 46000.00| PILE, STEEL H, HP 360 X 132 | | | 0108 701-91792 20.000 EACH | 128.00000 2560.00| 170.00000 3400.00| PILE TIP, STEEL H | | | 0109 715-08305 25.000 Mg | 196.00000 4900.00| 260.00000 6500.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | SECTION TOTALS | $ 1,056,747.85| $ 1,272,748.45| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,056,747.85| $ 1,272,748.45| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 540 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,198,775.48 ROUTE : CALL ORDER : 540 CONTRACT ID : B -27260-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/06 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. $ 1,022,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,036,462.76 101.4151% 3 35-1357381 O`MARA, DAVE CONTRACTOR $ 1,054,562.09 103.1861% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,067,221.70 104.4248% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 17000.00000 17000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1300.00000 10400.00| 1500.00000 12000.00| 1500.00000 12000.00 FIELD OFFICE, A | | | 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 | 51100.00000 51100.00| 40000.00000 40000.00| 53000.00000 53000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 20297.66000 20297.66| 20000.00000 20000.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 7950.00000 7950.00| 4300.00000 4300.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 10389.000 m3 | 7.75000 80514.75| 8.10000 84150.90| 11.40000 118434.60 EXCAVATION, COMMON | | | 0010 203-02010 1720.000 m3 | 23.00000 39560.00| 37.00000 63640.00| 28.00000 48160.00 EXCAVATION, ROCK | | | 0011 203-02070 18764.000 m3 | 11.75000 220477.00| 14.50000 272078.00| 14.00000 262696.00 BORROW | | | 0012 203-51223 87.000 m3 | 29.00000 2523.00| 11.60000 1009.20| 18.00000 1566.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 540 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,198,775.48 ROUTE : CALL ORDER : 540 CONTRACT ID : B -27260-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06930 1.200 Mg | 240.00000 288.00| 109.00000 130.80| 75.00000 90.00 SPLASHPAD, RIPRAP | | | 0014 205-06931 198.800 Mg | 60.00000 11928.00| 32.00000 6361.60| 25.00000 4970.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 39.200 Mg | 53.00000 2077.60| 62.00000 2430.40| 34.00000 1332.80 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 250.000 m | 7.00000 1750.00| 7.80000 1950.00| 5.00000 1250.00 TEMPORARY SILT FENCE | | | 0017 205-06938 62.000 m | 27.00000 1674.00| 33.00000 2046.00| 30.00000 1860.00 TEMPORARY SLOPE DRAIN | | | 0018 207-08264 3927.000 m2 | 5.50000 21598.50| 12.00000 47124.00| 2.50000 9817.50 SUBGRADE TREATMENT, TYPE II | | | 0019 211-07454 558.400 m3 | 35.00000 19544.00| 39.00000 21777.60| 30.00000 16752.00 STRUCTURE BACKFILL | | | 0020 301-07448 922.700 Mg | 26.00000 23990.20| 17.00000 15685.90| 15.00000 13840.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 304-07492 38.900 Mg | 110.00000 4279.00| 92.00000 3578.80| 75.00000 2917.50 WIDENING WITH HMA, TYPE A | | | 0022 306-08043 303.000 m2 | 10.00000 3030.00| 7.25000 2196.75| 8.00000 2424.00 MILLING, TRANSITION | | | 0023 401-07320 455.200 Mg | 64.00000 29132.80| 58.00000 26401.60| 64.00000 29132.80 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0024 401-07389 385.500 Mg | 60.00000 23130.00| 52.00000 20046.00| 51.00000 19660.50 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07422 1257.200 Mg | 56.00000 70403.20| 48.00000 60345.60| 45.00000 56574.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0026 404-05511 1085.000 m2 | 8.00000 8680.00| 3.90000 4231.50| 5.20000 5642.00 SEAL COAT, 2 | | | 0027 405-05517 1.700 Mg | 515.00000 875.50| 750.00000 1275.00| 410.00000 697.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 1.400 Mg | 275.00000 385.00| 700.00000 980.00| 270.00000 378.00 ASPHALT FOR TACK COAT | | | 0029 601-01700 1.000 EACH | 1795.00000 1795.00| 1795.00000 1795.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-94689 3.000 EACH | 2395.00000 7185.00| 2395.00000 7185.00| 2300.00000 6900.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 76.200 m | 68.60000 5227.32| 68.60000 5227.32| 50.00000 3810.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 540 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,198,775.48 ROUTE : CALL ORDER : 540 CONTRACT ID : B -27260-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 607-06370 30.000 m | 290.00000 8700.00| 190.00000 5700.00| 160.00000 4800.00 PAVED SIDE DITCH, H | | | 0033 611-08232 1.000 EACH | 115.00000 115.00| 115.00000 115.00| 250.00000 250.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0034 615-06490 12.000 EACH | 98.00000 1176.00| 98.00000 1176.00| 135.00000 1620.00 RIGHT OF WAY MARKER | | | 0035 615-06505 4.000 EACH | 495.00000 1980.00| 495.00000 1980.00| 550.00000 2200.00 MONUMENT, B | | | 0036 615-06510 1.000 EACH | 395.00000 395.00| 395.00000 395.00| 510.00000 510.00 MONUMENT, C | | | 0037 616-02320 726.300 m2 | 2.50000 1815.75| 1.90000 1379.97| 3.90000 2832.57 GEOTEXTILES | | | 0038 616-05689 119.000 Mg | 54.00000 6426.00| 32.00000 3808.00| 27.00000 3213.00 RIPRAP, CLASS 2 | | | 0039 616-06405 217.500 Mg | 54.00000 11745.00| 26.00000 5655.00| 25.00000 5437.50 RIPRAP, REVETMENT | | | 0040 616-06451 135.000 Mg | 57.00000 7695.00| 28.00000 3780.00| 26.00000 3510.00 RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH | 400.00000 800.00| 400.00000 800.00| 420.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02770 9206.000 m2 | 1.33000 12243.98| 1.33000 12243.98| 1.50000 13809.00 EROSION CONTROL BLANKET | | | 0043 621-06545 1.060 Mg | 563.00000 596.78| 563.00000 596.78| 590.00000 625.40 FERTILIZER | | | 0044 621-06553 224.500 kg | 6.09000 1367.21| 6.09000 1367.21| 6.20000 1391.90 SEED MIXTURE, R | | | 0045 621-06565 5.320 Mg | 427.00000 2271.64| 427.00000 2271.64| 450.00000 2394.00 MULCHING MATERIAL | | | 0046 621-06567 9.900 kL | 1.00000 9.90| 1.00000 9.90| 1.00000 9.90 WATER | | | 0047 621-06574 452.300 m2 | 3.20000 1447.36| 3.20000 1447.36| 3.40000 1537.82 SODDING | | | 0048 622-52436 4.000 EACH | 31.00000 124.00| 31.00000 124.00| 33.00000 132.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 120.000 EACH | 5.55000 666.00| 5.55000 666.00| 6.70000 804.00 SEEDLING | | | 0050 622-98200 4.000 EACH | 31.00000 124.00| 31.00000 124.00| 33.00000 132.00 SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 540 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,198,775.48 ROUTE : CALL ORDER : 540 CONTRACT ID : B -27260-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1357381 |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-05171 12.000 m | 125.00000 1500.00| 160.00000 1920.00| 135.00000 1620.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0053 715-05177 42.000 m | 225.00000 9450.00| 230.00000 9660.00| 215.00000 9030.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0054 715-46010 2.000 EACH | 450.00000 900.00| 320.00000 640.00| 240.00000 480.00 PIPE END SECTION, 450 mm | | | 0055 715-46040 2.000 EACH | 1200.00000 2400.00| 370.00000 740.00| 600.00000 1200.00 PIPE END SECTION, 900 mm | | | 0056 723-06660 33.510 m2 | 925.00000 30996.75| 730.00000 24462.30| 560.00000 18765.60 WINGWALL | | | 0057 801-06625 12.000 EACH | 125.00000 1500.00| 125.00000 1500.00| 150.00000 1800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 16.000 EACH | 138.00000 2208.00| 138.00000 2208.00| 160.00000 2560.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP | 4800.00000 4800.00| 4500.00000 4500.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0060 801-07118 14.400 m | 70.00000 1008.00| 69.45000 1000.08| 73.00000 1051.20 BARRICADE, III-A | | | 0061 808-06713 890.000 m | 0.92000 818.80| 0.92000 818.80| 1.10000 979.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 890.000 m | 0.92000 818.80| 0.92000 818.80| 1.10000 979.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 203-02040 65.000 m3 | 75.00000 4875.00| 117.00000 7605.00| 94.00000 6110.00 EXCAVATION, Y | | | 0064 714-04733 30.790 m | 7250.00000 223227.50| 6235.79000 191999.97| 7000.00000 215530.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 7310 mm X 2400 mm | | | SECTION TOTALS | $ 1,022,000.00| $ 1,036,462.76| $ 1,054,562.09 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,022,000.00| $ 1,036,462.76| $ 1,054,562.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 540 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,198,775.48 ROUTE : CALL ORDER : 540 CONTRACT ID : B -27260-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1500.00000 12000.00| | FIELD OFFICE, A | | | 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 | 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 20000.00000 20000.00| | CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 10389.000 m3 | 8.00000 83112.00| | EXCAVATION, COMMON | | | 0010 203-02010 1720.000 m3 | 25.00000 43000.00| | EXCAVATION, ROCK | | | 0011 203-02070 18764.000 m3 | 10.00000 187640.00| | BORROW | | | 0012 203-51223 87.000 m3 | 20.00000 1740.00| | EXCAVATION, WATERWAY | | | 0013 205-06930 1.200 Mg | 150.00000 180.00| | SPLASHPAD, RIPRAP | | | 0014 205-06931 198.800 Mg | 46.00000 9144.80| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 39.200 Mg | 70.00000 2744.00| | TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 250.000 m | 5.00000 1250.00| | TEMPORARY SILT FENCE | | | 0017 205-06938 62.000 m | 100.00000 6200.00| | TEMPORARY SLOPE DRAIN | | | 0018 207-08264 3927.000 m2 | 7.50000 29452.50| | SUBGRADE TREATMENT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 540 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,198,775.48 ROUTE : CALL ORDER : 540 CONTRACT ID : B -27260-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-07454 558.400 m3 | 40.00000 22336.00| | STRUCTURE BACKFILL | | | 0020 301-07448 922.700 Mg | 22.00000 20299.40| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 304-07492 38.900 Mg | 67.00000 2606.30| | WIDENING WITH HMA, TYPE A | | | 0022 306-08043 303.000 m2 | 15.00000 4545.00| | MILLING, TRANSITION | | | 0023 401-07320 455.200 Mg | 72.00000 32774.40| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0024 401-07389 385.500 Mg | 56.00000 21588.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07422 1257.200 Mg | 51.00000 64117.20| | QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0026 404-05511 1085.000 m2 | 5.50000 5967.50| | SEAL COAT, 2 | | | 0027 405-05517 1.700 Mg | 500.00000 850.00| | ASPHALT FOR PRIME COAT | | | 0028 406-05520 1.400 Mg | 250.00000 350.00| | ASPHALT FOR TACK COAT | | | 0029 601-01700 1.000 EACH | 1900.00000 1900.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-94689 3.000 EACH | 2200.00000 6600.00| | GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 76.200 m | 50.00000 3810.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 607-06370 30.000 m | 195.00000 5850.00| | PAVED SIDE DITCH, H | | | 0033 611-08232 1.000 EACH | 230.00000 230.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0034 615-06490 12.000 EACH | 145.00000 1740.00| | RIGHT OF WAY MARKER | | | 0035 615-06505 4.000 EACH | 550.00000 2200.00| | MONUMENT, B | | | 0036 615-06510 1.000 EACH | 500.00000 500.00| | MONUMENT, C | | | 0037 616-02320 726.300 m2 | 3.00000 2178.90| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 540 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,198,775.48 ROUTE : CALL ORDER : 540 CONTRACT ID : B -27260-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 616-05689 119.000 Mg | 35.00000 4165.00| | RIPRAP, CLASS 2 | | | 0039 616-06405 217.500 Mg | 26.00000 5655.00| | RIPRAP, REVETMENT | | | 0040 616-06451 135.000 Mg | 30.00000 4050.00| | RIPRAP, UNIFORM | | | 0041 621-01004 2.000 EACH | 420.00000 840.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-02770 9206.000 m2 | 1.50000 13809.00| | EROSION CONTROL BLANKET | | | 0043 621-06545 1.060 Mg | 575.00000 609.50| | FERTILIZER | | | 0044 621-06553 224.500 kg | 6.50000 1459.25| | SEED MIXTURE, R | | | 0045 621-06565 5.320 Mg | 450.00000 2394.00| | MULCHING MATERIAL | | | 0046 621-06567 9.900 kL | 1.00000 9.90| | WATER | | | 0047 621-06574 452.300 m2 | 3.50000 1583.05| | SODDING | | | 0048 622-52436 4.000 EACH | 35.00000 140.00| | SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 120.000 EACH | 6.00000 720.00| | SEEDLING | | | 0050 622-98200 4.000 EACH | 35.00000 140.00| | SIGN, DO NOT DISTURB | | | 0052 715-05171 12.000 m | 200.00000 2400.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0053 715-05177 42.000 m | 350.00000 14700.00| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0054 715-46010 2.000 EACH | 500.00000 1000.00| | PIPE END SECTION, 450 mm | | | 0055 715-46040 2.000 EACH | 800.00000 1600.00| | PIPE END SECTION, 900 mm | | | 0056 723-06660 33.510 m2 | 1200.00000 40212.00| | WINGWALL | | | 0057 801-06625 12.000 EACH | 130.00000 1560.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 540 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,198,775.48 ROUTE : CALL ORDER : 540 CONTRACT ID : B -27260-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 801-06640 16.000 EACH | 150.00000 2400.00| | CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP | 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0060 801-07118 14.400 m | 70.00000 1008.00| | BARRICADE, III-A | | | 0061 808-06713 890.000 m | 1.00000 890.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 890.000 m | 1.00000 890.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 203-02040 65.000 m3 | 40.00000 2600.00| | EXCAVATION, Y | | | 0064 714-04733 30.790 m | 8200.00000 252478.00| | CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 7310 mm X 2400 mm | | | SECTION TOTALS | $ 1,067,221.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,067,221.70| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 550 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 54 CALL ORDER : 550 CONTRACT ID : B -27366-A COUNTIES : SULLIVAN LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 1,898,020.43 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,027,259.30 106.8091% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 556 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 914,629.00 ROUTE : SR 13 CALL ORDER : 556 CONTRACT ID : B -28219-B COUNTIES : ELKHART LETTING DATE : 04/19/06 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 35-1057237 R L MCCOY INC $ 937,444.59 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 941,502.41 100.4329% ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1817530 |( ) |R L MCCOY INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 3800.00000 3800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1550.00000 13950.00| 1800.00000 16200.00| FIELD OFFICE, B | | | 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 | 46645.00000 46645.00| 49000.00000 49000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 400.00000 400.00| 4900.00000 4900.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 201.000 SYS | 22.00000 4422.00| 46.00000 9246.00| PAVEMENT REMOVAL | | | 0008 202-02241 324.000 LFT | 6.00000 1944.00| 6.00000 1944.00| GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 195400.00000 195400.00| 67000.00000 67000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 531.000 CYS | 28.00000 14868.00| 28.00000 14868.00| EXCAVATION, COMMON | | | 0011 203-51223 73.000 CYS | 20.00000 1460.00| 25.00000 1825.00| EXCAVATION, WATERWAY | | | 0012 206-51230 204.000 CYS | 45.00000 9180.00| 32.00000 6528.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-08263 1176.000 SYS | 12.00000 14112.00| 17.00000 19992.00| SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 556 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 914,629.00 ROUTE : SR 13 CALL ORDER : 556 CONTRACT ID : B -28219-B COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1817530 |( ) |R L MCCOY INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 211-06467 45.000 CYS | 53.00000 2385.00| 75.00000 3375.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 301-07448 395.000 TON | 25.00000 9875.00| 20.00000 7900.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 302-07455 34.000 CYS | 70.00000 2380.00| 58.00000 1972.00| DENSE GRADED SUBBASE | | | 0017 306-08034 194.000 SYS | 7.00000 1358.00| 15.00000 2910.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0018 306-08043 580.000 SYS | 7.00000 4060.00| 15.00000 8700.00| MILLING, TRANSITION | | | 0019 306-08432 164.000 SYS | 7.00000 1148.00| 15.00000 2460.00| MILLING, APPROACH | | | 0020 402-07784 98.000 TON | 70.00000 6860.00| 87.00000 8526.00| HMA SURFACE, TYPE D | | | 0021 402-07785 292.000 TON | 41.30000 12059.60| 51.00000 14892.00| HMA INTERMEDIATE, TYPE D | | | 0022 406-05521 1912.000 SYS | 0.04000 76.48| 0.05000 95.60| ASPHALT FOR TACK COAT | | | 0023 503-05310 87.000 LFT | 105.00000 9135.00| 175.00000 15225.00| TERMINAL JOINT | | | 0024 601-01839 1.000 EACH | 1850.00000 1850.00| 1850.00000 1850.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0025 601-02800 4.000 EACH | 950.00000 3800.00| 950.00000 3800.00| GUARDRAIL TRANSITION, TGT | | | 0026 601-94689 3.000 EACH | 2250.00000 6750.00| 2250.00000 6750.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 287.500 LFT | 15.75000 4528.13| 15.75000 4528.13| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 605-06120 100.000 LFT | 24.00000 2400.00| 35.00000 3500.00| CURB, CONCRETE | | | 0029 609-06259 200.000 SYS | 105.00000 21000.00| 85.00000 17000.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0030 610-07788 201.000 TON | 69.00000 13869.00| 86.00000 17286.00| HMA FOR APPROACHES, TYPE D | | | 0031 615-06490 4.000 EACH | 116.00000 464.00| 116.00000 464.00| RIGHT OF WAY MARKER | | | 0032 616-02320 720.000 SYS | 2.00000 1440.00| 3.00000 2160.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 556 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 914,629.00 ROUTE : SR 13 CALL ORDER : 556 CONTRACT ID : B -28219-B COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1817530 |( ) |R L MCCOY INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 616-05689 717.000 TON | 50.00000 35850.00| 75.00000 53775.00| RIPRAP, CLASS 2 | | | 0034 616-06406 59.000 SYS | 45.00000 2655.00| 42.00000 2478.00| RIPRAP, REVETMENT | | | 0035 621-01004 2.000 EACH | 400.00000 800.00| 400.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 763.000 SYS | 0.96000 732.48| 0.96000 732.48| MULCHED SEEDING, R | | | 0037 621-06567 1.000 kGAL | 20.00000 20.00| 20.00000 20.00| WATER | | | 0038 621-06574 29.000 SYS | 8.74000 253.46| 8.74000 253.46| SODDING | | | 0039 621-06575 216.000 SYS | 8.74000 1887.84| 8.74000 1887.84| SODDING, NURSERY | | | 0040 701-51195 450.000 LFT | 35.00000 15750.00| 50.00000 22500.00| PILE, STEEL H, HP 12 X 53 | | | 0041 702-51005 129.600 CYS | 760.00000 98496.00| 1150.00000 149040.00| CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51100 121.000 LBS | 1.00000 121.00| 6.00000 726.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0043 702-51110 644.000 LBS | 3.00000 1932.00| 4.00000 2576.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0044 703-01540 546.000 EACH | 12.00000 6552.00| 14.00000 7644.00| THREADED TIE BAR ASSEMBLY | | | 0045 703-51030 7494.000 LBS | 0.65000 4871.10| 0.90000 6744.60| REINFORCING STEEL | | | 0046 703-51032 56536.000 LBS | 0.75000 42402.00| 1.10000 62189.60| REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 171.000 CYS | 780.00000 133380.00| 600.00000 102600.00| CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-08352 207.500 LFT | 165.00000 34237.50| 130.00000 26975.00| RAILING, CF-1 | | | 0049 707-05982 621.000 LFT | 117.00000 72657.00| 170.00000 105570.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0050 709-51821 LUMP | 4450.00000 4450.00| 4450.00000 4450.00| SURFACE SEAL | | | 0051 715-05407 130.000 LFT | 5.00000 650.00| 14.00000 1820.00| PIPE, END BENT DRAIN, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 556 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 914,629.00 ROUTE : SR 13 CALL ORDER : 556 CONTRACT ID : B -28219-B COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1057237 |( 2 ) 35-1817530 |( ) |R L MCCOY INC |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 801-01851 LUMP | 24720.00000 24720.00| 22000.00000 22000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-04308 3.000 EACH | 295.00000 885.00| 240.00000 720.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06207 3200.000 LFT | 0.82000 2624.00| 0.82000 2624.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06218 24.000 LFT | 5.00000 120.00| 10.95000 262.80| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0056 801-06640 16.000 EACH | 115.00000 1840.00| 92.00000 1472.00| CONSTRUCTION SIGN, A | | | 0057 801-06645 6.000 EACH | 40.00000 240.00| 28.00000 168.00| CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP | 1140.00000 1140.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0059 801-07118 72.000 LFT | 12.00000 864.00| 12.85000 925.20| BARRICADE, III-A | | | 0060 801-07215 200.000 DAY | 32.00000 6400.00| 30.00000 6000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0061 801-08508 715.000 LFT | 28.00000 20020.00| 33.62000 24038.30| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0062 808-03631 1580.000 LFT | 1.20000 1896.00| 1.49000 2354.20| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0063 808-03632 1580.000 LFT | 1.20000 1896.00| 1.49000 2354.20| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0064 808-06716 1500.000 LFT | 0.55000 825.00| 0.45000 675.00| LINE, REMOVE | | | 0065 808-75994 4.000 EACH | 12.00000 48.00| 12.00000 48.00| PRISMATIC REFLECTOR | | | 0066 808-75996 4.000 EACH | 20.00000 80.00| 15.00000 60.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 4.000 EACH | 82.00000 328.00| 330.00000 1320.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 937,444.59| $ 941,502.41| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 937,444.59| $ 941,502.41| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 566 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 566 CONTRACT ID : B -28429-B COUNTIES : VIGO LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 95,592.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 543,044.00 ROUTE : SR 15 CALL ORDER : 570 CONTRACT ID : B -28431-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/13/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0154474 JCI BRIDGE GROUP INC $ 426,281.11 100.0000% 2 35-1561256 KASER-SPRAKER CONSTRUCTION $ 486,595.95 114.1491% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 618,849.30 145.1740% ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1561256 |( 3 ) 35-1817530 |JCI BRIDGE GROUP INC |KASER-SPRAKER CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK RECONSTRUCTION & OVERLAY | | | 0001 105-06845 LUMP | 4500.00000 4500.00| 5200.00000 5200.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2800.00000 19600.00| 1775.00000 12425.00| 1900.00000 13300.00 FIELD OFFICE, B | | | 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 21000.00000 21000.00| 22000.00000 22000.00| 31400.00000 31400.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 900.00000 900.00| 2650.00000 2650.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 336.000 SYS | 10.76000 3615.36| 20.00000 6720.00| 40.00000 13440.00 PAVEMENT REMOVAL | | | 0008 202-02260 1.000 EACH | 1164.43000 1164.43| 500.00000 500.00| 800.00000 800.00 TREE, 30 IN., REMOVE | | | 0009 202-51328 LUMP | 18000.00000 18000.00| 35750.00000 35750.00| 58850.00000 58850.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-62420 560.000 LFT | 6.00000 3360.00| 5.00000 2800.00| 12.00000 6720.00 BRIDGE RAILING, REMOVE | | | 0011 203-02000 586.000 CYS | 17.08000 10008.88| 18.00000 10548.00| 45.00000 26370.00 EXCAVATION, COMMON | | | 0012 203-51223 58.000 CYS | 13.93000 807.94| 35.00000 2030.00| 45.00000 2610.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 543,044.00 ROUTE : SR 15 CALL ORDER : 570 CONTRACT ID : B -28431-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1561256 |( 3 ) 35-1817530 |JCI BRIDGE GROUP INC |KASER-SPRAKER CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 207-08267 997.000 SYS | 5.04000 5024.88| 7.50000 7477.50| 8.00000 7976.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0014 301-07448 426.700 TON | 16.76000 7151.49| 18.00000 7680.60| 15.00000 6400.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 56.000 CYS | 29.70000 1663.20| 35.00000 1960.00| 60.00000 3360.00 DENSE GRADED SUBBASE | | | 0016 306-08043 587.000 SYS | 6.53000 3833.11| 12.00000 7044.00| 10.00000 5870.00 MILLING, TRANSITION | | | 0017 402-07453 658.000 TON | 56.00000 36848.00| 84.00000 55272.00| 68.00000 44744.00 HMA FOR TEMPORARY PAVEMENT | | | 0018 406-05521 4905.000 SYS | 0.04000 196.20| 0.04000 196.20| 0.05000 245.25 ASPHALT FOR TACK COAT | | | 0019 503-05310 88.000 LFT | 116.63000 10263.44| 98.00000 8624.00| 175.00000 15400.00 TERMINAL JOINT | | | 0020 601-01522 4.000 EACH | 1700.00000 6800.00| 1925.00000 7700.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-94689 4.000 EACH | 2600.00000 10400.00| 2275.00000 9100.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH | 675.00000 675.00| 750.00000 750.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 662.500 LFT | 15.00000 9937.50| 15.50000 10268.75| 13.00000 8612.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 609-06259 336.000 SYS | 50.04000 16813.44| 60.00000 20160.00| 77.00000 25872.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0025 610-07487 97.700 TON | 70.40000 6878.08| 100.00000 9770.00| 70.00000 6839.00 HMA FOR APPROACHES, TYPE B | | | 0026 616-02320 24.000 SYS | 2.71000 65.04| 5.00000 120.00| 3.00000 72.00 GEOTEXTILES | | | 0027 616-06405 20.000 TON | 60.00000 1200.00| 80.00000 1600.00| 45.00000 900.00 RIPRAP, REVETMENT | | | 0028 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00| 20000.00000 20000.00 ENVIRONMENTAL CONTROL | | | 0029 621-01004 2.000 EACH | 485.00000 970.00| 400.00000 800.00| 485.00000 970.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-02770 1103.000 SYS | 1.88000 2073.64| 5.00000 5515.00| 1.88000 2073.64 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 543,044.00 ROUTE : SR 15 CALL ORDER : 570 CONTRACT ID : B -28431-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1561256 |( 3 ) 35-1817530 |JCI BRIDGE GROUP INC |KASER-SPRAKER CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-06559 1103.000 SYS | 0.98000 1080.94| 1.00000 1103.00| 0.98000 1080.94 MULCHED SEEDING, R | | | 0032 701-93790 LUMP | 8836.65000 8836.65| 11100.00000 11100.00| 11000.00000 11000.00 CLEAN AND EPOXY COAT EXISTING PILES | | | 0033 702-04433 28.000 EACH | 29.67000 830.76| 100.00000 2800.00| 100.00000 2800.00 FLOOR DRAIN, PVC, 6 IN. | | | 0034 702-51863 72.000 EACH | 9.00000 648.00| 10.00000 720.00| 12.00000 864.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51032 32232.000 LBS | 0.94000 30298.08| 1.00000 32232.00| 1.00000 32232.00 REINFORCING STEEL, EPOXY COATED | | | 0036 704-51002 39.500 CYS | 890.00000 35155.00| 560.00000 22120.00| 1000.00000 39500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-06339 178.000 LFT | 57.00000 10146.00| 74.00000 13172.00| 75.00000 13350.00 RAILING, PF-1 | | | 0038 706-06351 4.000 EACH | 1271.17000 5084.68| 1600.00000 6400.00| 2500.00000 10000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0039 706-51020 9.900 CYS | 605.93000 5998.71| 530.00000 5247.00| 1100.00000 10890.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP | 2000.00000 2000.00| 3200.00000 3200.00| 1500.00000 1500.00 SURFACE SEAL | | | 0041 722-51401 150.000 SFT | 0.01000 1.50| 12.50000 1875.00| 50.00000 7500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0042 722-51842 396.000 SYS | 80.00000 31680.00| 45.00000 17820.00| 90.00000 35640.00 BRIDGE DECK OVERLAY | | | 0043 722-51846 4.000 CYS | 330.00000 1320.00| 330.00000 1320.00| 330.00000 1320.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 450.000 SFT | 13.00000 5850.00| 10.00000 4500.00| 25.00000 11250.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 722-60824 334.000 SYS | 18.83000 6289.22| 10.50000 3507.00| 10.81000 3610.54 SURFACE MILLING | | | 0046 801-01851 LUMP | 26000.00000 26000.00| 27000.00000 27000.00| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0047 801-06207 6972.000 LFT | 0.79000 5507.88| 0.90000 6274.80| 1.28000 8924.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06640 12.000 EACH | 120.00000 1440.00| 150.00000 1800.00| 98.00000 1176.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 4.000 EACH | 50.00000 200.00| 60.00000 240.00| 58.00000 232.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 570 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 543,044.00 ROUTE : SR 15 CALL ORDER : 570 CONTRACT ID : B -28431-A COUNTIES : ELKHART LETTING DATE : 04/19/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1561256 |( 3 ) 35-1817530 |JCI BRIDGE GROUP INC |KASER-SPRAKER CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 801-06775 LUMP | 2500.00000 2500.00| 24750.00000 24750.00| 19000.00000 19000.00 MAINTAINING TRAFFIC | | | 0051 801-08508 637.000 LFT | 25.00000 15925.00| 25.00000 15925.00| 36.00000 22932.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0052 801-99182 4.000 EACH | 5250.00000 21000.00| 5600.00000 22400.00| 4550.00000 18200.00 TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0053 808-03631 1414.000 LFT | 1.55000 2191.70| 1.50000 2121.00| 1.55000 2191.70 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0054 808-04896 192.000 LFT | 1.55000 297.60| 1.50000 288.00| 1.55000 297.60 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0055 808-06716 1333.000 LFT | 0.59000 786.47| 0.70000 933.10| 0.59000 786.47 LINE, REMOVE | | | 0056 808-75994 11.000 EACH | 25.00000 275.00| 15.00000 165.00| 3.00000 33.00 PRISMATIC REFLECTOR | | | 0057 808-75996 11.000 EACH | 12.39000 136.29| 20.00000 220.00| 12.00000 132.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 11.000 EACH | 50.00000 550.00| 200.00000 2200.00| 180.00000 1980.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 426,281.11| $ 486,595.95| $ 618,849.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 426,281.11| $ 486,595.95| $ 618,849.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,962.60 ROUTE : CALL ORDER : 580 CONTRACT ID : B -28538-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 717,529.14 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 810,652.04 112.9783% 3 35-1057095 BLANKENBERGER BROTHERS $ 830,894.00 115.7993% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 883,342.66 123.1090% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,046,062.60 145.7868% ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1057095 |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1400.00000 11200.00| 2250.00000 18000.00| 1500.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP | 10000.00000 10000.00| 14600.00000 14600.00| 12299.90000 12299.90 CONSTRUCTION ENGINEERING | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 | 35000.00000 35000.00| 40000.00000 40000.00| 41000.00000 41000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 8000.00000 8000.00| 20750.00000 20750.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 20000.00000 20000.00| 38950.00000 38950.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE AND STORE | | | EXISTING SUPERSTRUCTURE | | | 0009 202-51328 LUMP | 35000.00000 35000.00| 16850.00000 16850.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS OF | | | SUBSTRUCTURE | | | 0010 203-02000 118.000 m3 | 14.00000 1652.00| 21.30000 2513.40| 21.00000 2478.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,962.60 ROUTE : CALL ORDER : 580 CONTRACT ID : B -28538-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1057095 |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 203-02070 1126.000 m3 | 12.00000 13512.00| 15.40000 17340.40| 20.50000 23083.00 BORROW | | | 0012 203-51223 716.000 m3 | 10.00000 7160.00| 19.30000 13818.80| 16.70000 11957.20 EXCAVATION, WATERWAY | | | 0013 205-06937 600.000 m | 3.00000 1800.00| 5.50000 3300.00| 5.10000 3060.00 TEMPORARY SILT FENCE | | | 0014 207-08266 1510.000 m2 | 1.00000 1510.00| 13.30000 20083.00| 4.60000 6946.00 SUBGRADE TREATMENT, TYPE III | | | 0015 211-06467 18.000 m3 | 60.00000 1080.00| 40.00000 720.00| 81.00000 1458.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 301-07448 284.000 Mg | 28.00000 7952.00| 34.50000 9798.00| 36.50000 10366.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-07455 26.000 m3 | 60.00000 1560.00| 39.50000 1027.00| 58.00000 1508.00 DENSE GRADED SUBBASE | | | 0018 306-08043 118.000 m2 | 16.00000 1888.00| 13.00000 1534.00| 3.30000 389.40 MILLING, TRANSITION | | | 0019 402-07432 144.000 Mg | 69.75000 10044.00| 74.00000 10656.00| 76.70000 11044.80 HMA SURFACE, TYPE A | | | 0020 402-07435 232.000 Mg | 57.75000 13398.00| 62.00000 14384.00| 63.50000 14732.00 HMA INTERMEDIATE, TYPE A | | | 0021 402-07440 725.000 Mg | 50.50000 36612.50| 54.00000 39150.00| 55.50000 40237.50 HMA BASE, TYPE A | | | 0022 406-05521 3187.000 m2 | 0.25000 796.75| 0.30000 956.10| 0.28000 892.36 ASPHALT FOR TACK COAT | | | 0023 601-06037 4.000 EACH | 795.00000 3180.00| 690.00000 2760.00| 715.00000 2860.00 GUARDRAIL END TREATMENT, I | | | 0024 601-06374 4.000 EACH | 820.00000 3280.00| 950.00000 3800.00| 990.00000 3960.00 GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-99105 106.680 m | 50.00000 5334.00| 63.00000 6720.84| 65.00000 6934.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 609-06257 170.000 m2 | 57.00000 9690.00| 74.00000 12580.00| 86.00000 14620.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 610-07486 50.000 Mg | 98.00000 4900.00| 104.00000 5200.00| 107.00000 5350.00 HMA FOR APPROACHES, TYPE A | | | 0028 611-06497 1.000 EACH | 130.00000 130.00| 125.00000 125.00| 126.00000 126.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 13.000 EACH | 128.00000 1664.00| 106.00000 1378.00| 108.00000 1404.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 580 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,962.60 ROUTE : CALL ORDER : 580 CONTRACT ID : B -28538-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1057095 |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 616-02320 1032.000 m2 | 2.50000 2580.00| 2.60000 2683.20| 2.30000 2373.60 GEOTEXTILES | | | 0031 616-06405 786.000 Mg | 30.00000 23580.00| 32.60000 25623.60| 26.20000 20593.20 RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH | 400.00000 800.00| 700.00000 1400.00| 759.00000 1518.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-01371 17.000 kg | 7.00000 119.00| 12.00000 204.00| 11.10000 188.70 SEED MIXTURE, LEGUME, 2 | | | 0034 621-02770 596.000 m2 | 1.60000 953.60| 1.60000 953.60| 1.55000 923.80 EROSION CONTROL BLANKET | | | 0035 621-06559 1876.000 m2 | 0.30000 562.80| 1.00000 1876.00| 0.95000 1782.20 MULCHED SEEDING, R | | | 0036 621-06567 1.000 kL | 5.00000 5.00| 2.00000 2.00| 1.10000 1.10 WATER | | | 0037 621-06574 60.000 m2 | 5.00000 300.00| 17.00000 1020.00| 18.10000 1086.00 SODDING | | | 0038 622-52436 2.000 EACH | 20.00000 40.00| 40.00000 80.00| 37.40000 74.80 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 65.000 EACH | 6.00000 390.00| 14.00000 910.00| 13.50000 877.50 SEEDLING | | | 0040 701-01849 459.800 m | 100.00000 45980.00| 231.00000 106213.80| 161.00000 74027.80 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0041 702-51005 101.900 m3 | 900.00000 91710.00| 802.00000 81723.80| 1400.00000 142660.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51015 7.400 m3 | 1000.00000 7400.00| 912.00000 6748.80| 1084.00000 8021.60 CONCRETE, B, FOOTINGS | | | 0043 703-06028 4715.000 kg | 2.00000 9430.00| 1.76000 8298.40| 2.20000 10373.00 REINFORCING BARS | | | 0044 703-06029 17806.000 kg | 2.10000 37392.60| 2.16000 38460.96| 2.40000 42734.40 REINFORCING BARS, EPOXY COATED | | | 0045 704-51002 114.200 m3 | 700.00000 79940.00| 712.00000 81310.40| 1010.00000 115342.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-06344 80.010 m | 68.00000 5440.68| 182.00000 14561.82| 190.00000 15201.90 RAILING, TS-1 | | | 0047 707-05982 196.000 m | 725.00000 142100.00| 552.00000 108192.00| 495.00000 97020.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 580 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,962.60 ROUTE : CALL ORDER : 580 CONTRACT ID : B -28538-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1057095 |RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |BLANKENBERGER BROTHERS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 709-51821 LUMP | 2848.61000 2848.61| 3100.00000 3100.00| 3200.00000 3200.00 SURFACE SEAL | | | 0049 715-05407 26.000 m | 20.00000 520.00| 43.00000 1118.00| 32.70000 850.20 PIPE, END BENT DRAIN, 150 mm | | | 0050 801-04308 2.000 EACH | 850.00000 1700.00| 415.00000 830.00| 435.00000 870.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06640 6.000 EACH | 365.00000 2190.00| 170.00000 1020.00| 170.00000 1020.00 CONSTRUCTION SIGN, A | | | 0052 801-07118 14.630 m | 70.00000 1024.10| 64.00000 936.32| 68.00000 994.84 BARRICADE, III-A | | | 0053 808-06712 81.000 m | 1.50000 121.50| 1.40000 113.40| 1.40000 113.40 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 650.000 m | 1.50000 975.00| 1.00000 650.00| 0.94000 611.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 206-51230 130.800 m3 | 100.00000 13080.00| 43.00000 5624.40| 82.00000 10725.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 717,529.14| $ 810,652.04| $ 830,894.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 717,529.14| $ 810,652.04| $ 830,894.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 580 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,962.60 ROUTE : CALL ORDER : 580 CONTRACT ID : B -28538-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( ) |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1600.00000 12800.00| 1800.00000 14400.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 | 42000.00000 42000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 12500.00000 12500.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0008 202-51330 LUMP | 50000.00000 50000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE AND STORE | | | EXISTING SUPERSTRUCTURE | | | 0009 202-51328 LUMP | 50000.00000 50000.00| 28000.00000 28000.00| PRESENT STRUCTURE, REMOVE PORTIONS OF | | | SUBSTRUCTURE | | | 0010 203-02000 118.000 m3 | 60.00000 7080.00| 55.00000 6490.00| EXCAVATION, COMMON | | | 0011 203-02070 1126.000 m3 | 20.00000 22520.00| 25.00000 28150.00| BORROW | | | 0012 203-51223 716.000 m3 | 20.00000 14320.00| 30.00000 21480.00| EXCAVATION, WATERWAY | | | 0013 205-06937 600.000 m | 5.25000 3150.00| 4.69000 2814.00| TEMPORARY SILT FENCE | | | 0014 207-08266 1510.000 m2 | 7.00000 10570.00| 12.50000 18875.00| SUBGRADE TREATMENT, TYPE III | | | 0015 211-06467 18.000 m3 | 125.00000 2250.00| 80.00000 1440.00| AGGREGATE FOR END BENT BACKFILL | | | 0016 301-07448 284.000 Mg | 34.00000 9656.00| 20.00000 5680.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-07455 26.000 m3 | 100.00000 2600.00| 75.00000 1950.00| DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 580 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,962.60 ROUTE : CALL ORDER : 580 CONTRACT ID : B -28538-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( ) |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 306-08043 118.000 m2 | 35.00000 4130.00| 12.00000 1416.00| MILLING, TRANSITION | | | 0019 402-07432 144.000 Mg | 70.00000 10080.00| 70.00000 10080.00| HMA SURFACE, TYPE A | | | 0020 402-07435 232.000 Mg | 60.00000 13920.00| 65.00000 15080.00| HMA INTERMEDIATE, TYPE A | | | 0021 402-07440 725.000 Mg | 52.00000 37700.00| 60.00000 43500.00| HMA BASE, TYPE A | | | 0022 406-05521 3187.000 m2 | 0.30000 956.10| 0.10000 318.70| ASPHALT FOR TACK COAT | | | 0023 601-06037 4.000 EACH | 800.00000 3200.00| 650.00000 2600.00| GUARDRAIL END TREATMENT, I | | | 0024 601-06374 4.000 EACH | 830.00000 3320.00| 900.00000 3600.00| GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-99105 106.680 m | 52.00000 5547.36| 59.35000 6331.46| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 609-06257 170.000 m2 | 100.00000 17000.00| 105.00000 17850.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0027 610-07486 50.000 Mg | 100.00000 5000.00| 120.00000 6000.00| HMA FOR APPROACHES, TYPE A | | | 0028 611-06497 1.000 EACH | 140.00000 140.00| 115.00000 115.00| MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 13.000 EACH | 130.00000 1690.00| 98.00000 1274.00| RIGHT OF WAY MARKER | | | 0030 616-02320 1032.000 m2 | 3.00000 3096.00| 4.00000 4128.00| GEOTEXTILES | | | 0031 616-06405 786.000 Mg | 25.00000 19650.00| 30.00000 23580.00| RIPRAP, REVETMENT | | | 0032 621-01004 2.000 EACH | 450.00000 900.00| 690.00000 1380.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-01371 17.000 kg | 7.50000 127.50| 10.12000 172.04| SEED MIXTURE, LEGUME, 2 | | | 0034 621-02770 596.000 m2 | 1.75000 1043.00| 1.41000 840.36| EROSION CONTROL BLANKET | | | 0035 621-06559 1876.000 m2 | 0.35000 656.60| 0.86000 1613.36| MULCHED SEEDING, R | | | 0036 621-06567 1.000 kL | 5.00000 5.00| 1.00000 1.00| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 580 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,962.60 ROUTE : CALL ORDER : 580 CONTRACT ID : B -28538-A COUNTIES : WARRICK LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-2040801 |( ) |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-06574 60.000 m2 | 5.50000 330.00| 17.48000 1048.80| SODDING | | | 0038 622-52436 2.000 EACH | 30.00000 60.00| 20.00000 40.00| SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 65.000 EACH | 6.50000 422.50| 12.25000 796.25| SEEDLING | | | 0040 701-01849 459.800 m | 220.00000 101156.00| 170.00000 78166.00| PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0041 702-51005 101.900 m3 | 650.00000 66235.00| 1200.00000 122280.00| CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51015 7.400 m3 | 1000.00000 7400.00| 1700.00000 12580.00| CONCRETE, B, FOOTINGS | | | 0043 703-06028 4715.000 kg | 2.00000 9430.00| 3.00000 14145.00| REINFORCING BARS | | | 0044 703-06029 17806.000 kg | 2.00000 35612.00| 2.75000 48966.50| REINFORCING BARS, EPOXY COATED | | | 0045 704-51002 114.200 m3 | 1000.00000 114200.00| 1500.00000 171300.00| CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-06344 80.010 m | 100.00000 8001.00| 220.00000 17602.20| RAILING, TS-1 | | | 0047 707-05982 196.000 m | 725.00000 142100.00| 800.00000 156800.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0048 709-51821 LUMP | 3000.00000 3000.00| 2900.00000 2900.00| SURFACE SEAL | | | 0049 715-05407 26.000 m | 100.00000 2600.00| 25.00000 650.00| PIPE, END BENT DRAIN, 150 mm | | | 0050 801-04308 2.000 EACH | 400.00000 800.00| 395.00000 790.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06640 6.000 EACH | 175.00000 1050.00| 155.00000 930.00| CONSTRUCTION SIGN, A | | | 0052 801-07118 14.630 m | 70.00000 1024.10| 61.50000 899.75| BARRICADE, III-A | | | 0053 808-06712 81.000 m | 1.50000 121.50| 1.28000 103.68| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 650.000 m | 1.00000 650.00| 0.85000 552.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 206-51230 130.800 m3 | 50.00000 6540.00| 125.00000 16350.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 883,342.66| $ 1,046,062.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 883,342.66| $ 1,046,062.60| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,875,943.01 ROUTE : CALL ORDER : 590 CONTRACT ID : B -28540-A COUNTIES : CARROLL LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/15/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 1,916,748.67 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 2,958,635.49 154.3570% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1128289 |( ) |WIRTZ & YATES, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 18500.00000 18500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2500.00000 30000.00| 2000.00000 24000.00| FIELD OFFICE, A | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 | 85000.00000 85000.00| 147931.77000 147931.77| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 15000.00000 15000.00| 29586.35000 29586.35| CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 250000.00000 250000.00| 357107.98000 357107.98| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 203-02000 329.000 CYS | 12.00000 3948.00| 32.00000 10528.00| EXCAVATION, COMMON | | | 0010 206-51220 1278.000 CYS | 90.00000 115020.00| 175.00000 223650.00| EXCAVATION, WET | | | 0011 207-08266 643.000 SYS | 8.00000 5144.00| 5.65000 3632.95| SUBGRADE TREATMENT, TYPE III | | | 0012 211-07454 100.000 CYS | 35.00000 3500.00| 37.50000 3750.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,875,943.01 ROUTE : CALL ORDER : 590 CONTRACT ID : B -28540-A COUNTIES : CARROLL LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1128289 |( ) |WIRTZ & YATES, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 301-07448 400.000 TON | 20.00000 8000.00| 27.50000 11000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 402-07432 52.000 TON | 150.00000 7800.00| 145.00000 7540.00| HMA SURFACE, TYPE A | | | 0015 402-07435 87.000 TON | 160.00000 13920.00| 135.00000 11745.00| HMA INTERMEDIATE, TYPE A | | | 0016 406-05521 625.000 SYS | 1.00000 625.00| 0.85000 531.25| ASPHALT FOR TACK COAT | | | 0017 601-04793 160.000 LFT | 105.28000 16844.80| 81.00000 12960.00| GUARDRAIL | | | 0018 601-06053 4.000 EACH | 4000.00000 16000.00| 3375.00000 13500.00| GUARDRAIL STEEL BACKED TIMBER, ANCHOR | | | 0019 601-06053 4.000 EACH | 4200.00000 16800.00| 4050.00000 16200.00| GUARDRAIL STEEL BACKED TIMBER, | | | CONNECTION TO | | | 0020 616-02320 1157.000 SYS | 3.50000 4049.50| 3.75000 4338.75| GEOTEXTILES | | | 0021 616-05688 2555.000 TON | 50.00000 127750.00| 54.00000 137970.00| RIPRAP, CLASS 1 | | | 0022 616-06405 128.000 TON | 20.00000 2560.00| 28.25000 3616.00| RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH | 350.00000 700.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02770 1236.000 SYS | 2.17000 2682.12| 2.25000 2781.00| EROSION CONTROL BLANKET | | | 0025 621-06559 5400.000 SYS | 0.55000 2970.00| 0.50000 2700.00| MULCHED SEEDING, R | | | 0026 702-04433 184.000 EACH | 100.00000 18400.00| 78.25000 14398.00| FLOOR DRAIN, PVC, 6 IN. | | | 0027 702-51863 2226.000 EACH | 5.00000 11130.00| 16.50000 36729.00| FIELD DRILLED HOLE IN CONCRETE | | | 0028 702-90915 22.700 CYS | 600.00000 13620.00| 3000.00000 68100.00| CONCRETE, A | | | 0029 703-51030 193.000 LBS | 1.00000 193.00| 1.00000 193.00| REINFORCING STEEL | | | 0030 703-51032 195340.000 LBS | 1.00000 195340.00| 1.10000 214874.00| REINFORCING STEEL, EPOXY COATED | | | 0031 704-51002 583.200 CYS | 400.00000 233280.00| 1250.00000 729000.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 590 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,875,943.01 ROUTE : CALL ORDER : 590 CONTRACT ID : B -28540-A COUNTIES : CARROLL LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1128289 |( ) |WIRTZ & YATES, INC. |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 706-51025 1229.500 LFT | 140.00000 172130.00| 100.00000 122950.00| CONCRETE, C, RAILING | | | 0033 708-51813 540.000 SFT | 75.00000 40500.00| 75.00000 40500.00| PNEUMATICALLY PLACED MORTAR | | | 0034 708-51814 540.000 SFT | 10.00000 5400.00| 7.00000 3780.00| WELDED STEEL WIRE FABRIC | | | 0035 709-51821 LUMP | 36000.00000 36000.00| 41500.00000 41500.00| SURFACE SEAL | | | 0036 710-51870 1020.000 SFT | 75.00000 76500.00| 75.00000 76500.00| REPOINTING MASONRY IN STRUCTURES | | | 0037 715-91361 70.000 LFT | 20.00000 1400.00| 250.00000 17500.00| PIPE, PVC, 6 IN. | | | 0038 724-03276 369.000 LFT | 100.00000 36900.00| 105.00000 38745.00| EXPANSION JOINT SEALING SYSTEM | | | 0039 728-03133 6330.000 SFT | 25.00000 158250.00| 54.50000 344985.00| CONCRETE FACING | | | 0040 728-98377 LUMP | 90000.00000 90000.00| 133500.00000 133500.00| MASONRY COATING | | | 0041 801-04308 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06625 5.000 EACH | 140.00000 700.00| 200.00000 1000.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 9.000 EACH | 200.00000 1800.00| 225.00000 2025.00| CONSTRUCTION SIGN, A | | | 0044 801-07118 48.000 LFT | 20.00000 960.00| 30.00000 1440.00| BARRICADE, III-A | | | 0045 801-07119 60.000 LFT | 24.00000 1440.00| 30.00000 1800.00| BARRICADE, III-B | | | 0046 802-76025 40.250 SFT | 45.00000 1811.25| 16.25000 654.06| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 802-76055 156.500 LFT | 12.00000 1878.00| 12.75000 1995.38| SIGN POST, A | | | 0048 805-06600 1845.000 LFT | 40.00000 73800.00| 11.00000 20295.00| CONDUIT, PVC, 3 IN. | | | SECTION TOTALS | $ 1,916,748.67| $ 2,958,635.49| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,916,748.67| $ 2,958,635.49| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,171,625.40 ROUTE : CALL ORDER : 600 CONTRACT ID : B -28561-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/08/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 875,861.95 100.0000% 2 35-1738390 HOOSIER PRIDE EXCAVATING INC. $ 934,484.80 106.6932% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 962,572.34 109.9000% 4 35-1310611 DUNCAN ROBERTSON INC $ 973,649.73 111.1647% 5 35-1609544 SCHUTT-LOOKABILL CO $ 978,692.23 111.7405% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,127,708.74 128.7542% ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1738390 |( 3 ) 35-1917625 |BAKER & SCHULTZ, INC. |HOOSIER PRIDE EXCAVATING INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT AND NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 12500.00000 12500.00| 13500.00000 13500.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2125.00000 17000.00| 1600.00000 12800.00| 1300.00000 10400.00 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 44100.00000 44100.00| 40600.00000 40600.00| 48000.00000 48000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 18500.00000 18500.00| 35000.00000 35000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 77125.00000 77125.00| 11000.00000 11000.00| 74000.00000 74000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0008 202-51330 LUMP | 2675.00000 2675.00| 36000.00000 36000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0009 203-02000 835.000 CYS | 9.00000 7515.00| 12.00000 10020.00| 20.00000 16700.00 EXCAVATION, COMMON | | | 0010 203-02070 2470.000 CYS | 10.70000 26429.00| 14.00000 34580.00| 6.00000 14820.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,171,625.40 ROUTE : CALL ORDER : 600 CONTRACT ID : B -28561-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1738390 |( 3 ) 35-1917625 |BAKER & SCHULTZ, INC. |HOOSIER PRIDE EXCAVATING INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 203-51223 4775.000 CYS | 6.00000 28650.00| 10.00000 47750.00| 4.50000 21487.50 EXCAVATION, WATERWAY | | | 0012 205-06931 36.000 TON | 42.00000 1512.00| 40.00000 1440.00| 30.00000 1080.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 48.000 TON | 36.00000 1728.00| 40.00000 1920.00| 25.00000 1200.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 2338.000 LFT | 1.35000 3156.30| 2.00000 4676.00| 1.30000 3039.40 TEMPORARY SILT FENCE | | | 0015 206-51220 125.000 CYS | 110.00000 13750.00| 125.00000 15625.00| 24.00000 3000.00 EXCAVATION, WET | | | 0016 206-51230 20.000 CYS | 15.00000 300.00| 10.00000 200.00| 50.00000 1000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08267 4550.000 SYS | 4.85000 22067.50| 4.95000 22522.50| 5.00000 22750.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-06467 14.000 CYS | 22.00000 308.00| 28.00000 392.00| 120.00000 1680.00 AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 123.000 CYS | 24.00000 2952.00| 28.00000 3444.00| 45.00000 5535.00 STRUCTURE BACKFILL | | | 0020 213-52830 170.000 CYS | 65.00000 11050.00| 90.00000 15300.00| 100.00000 17000.00 FLOWABLE MORTAR | | | 0021 301-07448 1750.000 TON | 15.10000 26425.00| 17.00000 29750.00| 15.10000 26425.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 24.000 CYS | 25.00000 600.00| 32.00000 768.00| 120.00000 2880.00 DENSE GRADED SUBBASE | | | 0023 402-07432 430.000 TON | 82.50000 35475.00| 94.92000 40815.60| 82.50000 35475.00 HMA SURFACE, TYPE A | | | 0024 402-07435 400.000 TON | 64.85000 25940.00| 77.27000 30908.00| 64.85000 25940.00 HMA INTERMEDIATE, TYPE A | | | 0025 404-05511 1160.000 SYS | 3.55000 4118.00| 3.90000 4524.00| 3.55000 4118.00 SEAL COAT, 2 | | | 0026 406-05521 2900.000 SYS | 0.07000 203.00| 0.10000 290.00| 0.07000 203.00 ASPHALT FOR TACK COAT | | | 0027 601-01846 1.000 EACH | 1555.00000 1555.00| 1695.00000 1695.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-04792 4.000 EACH | 920.00000 3680.00| 1003.00000 4012.00| 1050.00000 4200.00 GUARDRAIL TRANSITION , 12 FT 6 IN. LONG | | | 0029 601-06037 7.000 EACH | 710.00000 4970.00| 774.00000 5418.00| 800.00000 5600.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,171,625.40 ROUTE : CALL ORDER : 600 CONTRACT ID : B -28561-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1738390 |( 3 ) 35-1917625 |BAKER & SCHULTZ, INC. |HOOSIER PRIDE EXCAVATING INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 601-06854 2.000 EACH | 2535.00000 5070.00| 2763.00000 5526.00| 2800.00000 5600.00 GUARDRAIL, W-BEAM, NESTED | | | 0031 601-99105 1056.250 LFT | 13.25000 13995.31| 14.40000 15210.00| 15.00000 15843.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 603-06040 916.000 LFT | 7.55000 6915.80| 8.23000 7538.68| 7.60000 6961.60 FENCE, FARM FIELD, 47 IN. | | | 0033 603-06052 4.000 EACH | 710.00000 2840.00| 710.00000 2840.00| 720.00000 2880.00 FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0034 608-04395 10.000 TON | 76.00000 760.00| 20.00000 200.00| 40.00000 400.00 AGGREGATE FOR SHOULDER DRAINS | | | 0035 609-06257 130.000 SYS | 58.00000 7540.00| 70.00000 9100.00| 95.00000 12350.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 615-06527 1.000 EACH | 450.00000 450.00| 490.00000 490.00| 500.00000 500.00 MONUMENT, SECTION CORNER | | | 0037 615-99189 1.000 EACH | 800.00000 800.00| 800.00000 800.00| 1050.00000 1050.00 PLAQUE, ALUMINUM | | | 0038 616-02320 893.000 SYS | 2.50000 2232.50| 2.10000 1875.30| 2.00000 1786.00 GEOTEXTILES | | | 0039 616-06405 813.000 TON | 18.00000 14634.00| 23.00000 18699.00| 20.00000 16260.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH | 800.00000 1600.00| 900.00000 1800.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.100 TON | 549.00000 603.90| 600.00000 660.00| 550.00000 605.00 FERTILIZER | | | 0042 621-06553 460.000 LBS | 2.89000 1329.40| 3.20000 1472.00| 2.90000 1334.00 SEED MIXTURE, R | | | 0043 621-06557 220.000 LBS | 3.40000 748.00| 3.75000 825.00| 3.45000 759.00 SEED MIXTURE, T | | | 0044 621-06565 6.000 TON | 419.00000 2514.00| 461.00000 2766.00| 425.00000 2550.00 MULCHING MATERIAL | | | 0045 621-06567 1.000 kGAL | 10.00000 10.00| 10.00000 10.00| 10.00000 10.00 WATER | | | 0046 621-06574 219.000 SYS | 6.35000 1390.65| 7.30000 1598.70| 7.00000 1533.00 SODDING | | | 0047 621-08161 1371.000 SYS | 5.58000 7650.18| 6.13000 8404.23| 5.75000 7883.25 PERMANENT TURF REINFORCEMENT MAT | | | 0048 622-52436 4.000 EACH | 25.00000 100.00| 27.00000 108.00| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 600 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,171,625.40 ROUTE : CALL ORDER : 600 CONTRACT ID : B -28561-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1738390 |( 3 ) 35-1917625 |BAKER & SCHULTZ, INC. |HOOSIER PRIDE EXCAVATING INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 622-91786 360.000 EACH | 7.20000 2592.00| 8.00000 2880.00| 7.80000 2808.00 SEEDLING | | | 0050 701-01849 1136.000 LFT | 40.00000 45440.00| 35.00000 39760.00| 28.00000 31808.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0051 702-51005 59.800 CYS | 370.00000 22126.00| 395.00000 23621.00| 800.00000 47840.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 703-51030 4452.000 LBS | 0.62000 2760.24| 0.90000 4006.80| 0.80000 3561.60 REINFORCING STEEL | | | 0053 703-51032 46896.000 LBS | 0.68000 31889.28| 0.95000 44551.20| 0.90000 42206.40 REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 181.600 CYS | 375.00000 68100.00| 400.00000 72640.00| 800.00000 145280.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-98990 386.920 LFT | 48.25000 18668.89| 52.60000 20351.99| 52.00000 20119.84 RAILING, THRIE BEAM | | | 0056 707-05979 2960.000 SFT | 40.30000 119288.00| 41.88000 123964.80| 39.30000 116328.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 48 IN. | | | 0057 709-51821 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| 3000.00000 3000.00 SURFACE SEAL , STR. NO. 1 | | | 0058 715-05169 50.000 LFT | 36.00000 1800.00| 25.00000 1250.00| 34.00000 1700.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-05407 88.000 LFT | 11.00000 968.00| 8.00000 704.00| 17.00000 1496.00 PIPE, END BENT DRAIN, 6 IN. | | | 0060 715-46005 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 700.00000 1400.00 PIPE END SECTION, 15 IN. | | | 0061 723-06927 40.000 LFT | 2225.00000 89000.00| 2192.00000 87680.00| 1850.00000 74000.00 STRUCTURE, PRECAST THREE-SIDED, | | | 0062 801-04308 4.000 EACH | 345.00000 1380.00| 325.00000 1300.00| 375.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06640 4.000 EACH | 235.00000 940.00| 180.00000 720.00| 250.00000 1000.00 CONSTRUCTION SIGN, A | | | 0064 801-07118 72.000 LFT | 17.00000 1224.00| 19.00000 1368.00| 19.00000 1368.00 BARRICADE, III-A | | | 0065 801-07119 48.000 LFT | 17.00000 816.00| 19.00000 912.00| 19.00000 912.00 BARRICADE, III-B | | | SECTION TOTALS | $ 875,861.95| $ 934,484.80| $ 962,572.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 875,861.95| $ 934,484.80| $ 962,572.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 600 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,171,625.40 ROUTE : CALL ORDER : 600 CONTRACT ID : B -28561-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1609544 |( 6 ) 35-1364963 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT AND NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 14700.00000 14700.00| 22500.00000 22500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1500.00000 12000.00| 2000.00000 16000.00| 1100.00000 8800.00 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 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 49000.00000 49000.00| 49775.00000 49775.00| 54750.00000 54750.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 19000.00000 19000.00| 3500.00000 3500.00| 19750.00000 19750.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 50000.00000 50000.00| 65700.00000 65700.00| 135000.00000 135000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0008 202-51330 LUMP | 15000.00000 15000.00| 33775.00000 33775.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0009 203-02000 835.000 CYS | 10.00000 8350.00| 10.00000 8350.00| 13.00000 10855.00 EXCAVATION, COMMON | | | 0010 203-02070 2470.000 CYS | 10.00000 24700.00| 25.00000 61750.00| 13.00000 32110.00 BORROW | | | 0011 203-51223 4775.000 CYS | 8.00000 38200.00| 2.00000 9550.00| 13.00000 62075.00 EXCAVATION, WATERWAY | | | 0012 205-06931 36.000 TON | 20.00000 720.00| 20.00000 720.00| 30.00000 1080.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 48.000 TON | 20.00000 960.00| 20.00000 960.00| 30.00000 1440.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 2338.000 LFT | 1.00000 2338.00| 1.41000 3296.58| 2.00000 4676.00 TEMPORARY SILT FENCE | | | 0015 206-51220 125.000 CYS | 125.00000 15625.00| 107.40000 13425.00| 150.00000 18750.00 EXCAVATION, WET | | | 0016 206-51230 20.000 CYS | 25.00000 500.00| 20.00000 400.00| 50.00000 1000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08267 4550.000 SYS | 4.00000 18200.00| 6.67000 30348.50| 6.50000 29575.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-06467 14.000 CYS | 35.00000 490.00| 50.00000 700.00| 50.00000 700.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 600 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,171,625.40 ROUTE : CALL ORDER : 600 CONTRACT ID : B -28561-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1609544 |( 6 ) 35-1364963 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-07454 123.000 CYS | 35.00000 4305.00| 24.00000 2952.00| 40.00000 4920.00 STRUCTURE BACKFILL | | | 0020 213-52830 170.000 CYS | 150.00000 25500.00| 64.90000 11033.00| 90.00000 15300.00 FLOWABLE MORTAR | | | 0021 301-07448 1750.000 TON | 17.00000 29750.00| 17.00000 29750.00| 20.00000 35000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 24.000 CYS | 35.00000 840.00| 50.00000 1200.00| 50.00000 1200.00 DENSE GRADED SUBBASE | | | 0023 402-07432 430.000 TON | 90.00000 38700.00| 93.00000 39990.00| 90.00000 38700.00 HMA SURFACE, TYPE A | | | 0024 402-07435 400.000 TON | 70.00000 28000.00| 73.00000 29200.00| 70.00000 28000.00 HMA INTERMEDIATE, TYPE A | | | 0025 404-05511 1160.000 SYS | 4.00000 4640.00| 4.00000 4640.00| 5.00000 5800.00 SEAL COAT, 2 | | | 0026 406-05521 2900.000 SYS | 0.08000 232.00| 0.08000 232.00| 0.10000 290.00 ASPHALT FOR TACK COAT | | | 0027 601-01846 1.000 EACH | 1700.00000 1700.00| 1757.00000 1757.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-04792 4.000 EACH | 1000.00000 4000.00| 1040.00000 4160.00| 975.00000 3900.00 GUARDRAIL TRANSITION , 12 FT 6 IN. LONG | | | 0029 601-06037 7.000 EACH | 800.00000 5600.00| 800.00000 5600.00| 775.00000 5425.00 GUARDRAIL END TREATMENT, I | | | 0030 601-06854 2.000 EACH | 2800.00000 5600.00| 2865.00000 5730.00| 2635.00000 5270.00 GUARDRAIL, W-BEAM, NESTED | | | 0031 601-99105 1056.250 LFT | 14.50000 15315.63| 15.00000 15843.75| 13.75000 14523.44 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 603-06040 916.000 LFT | 8.25000 7557.00| 8.50000 7786.00| 7.75000 7099.00 FENCE, FARM FIELD, 47 IN. | | | 0033 603-06052 4.000 EACH | 800.00000 3200.00| 800.00000 3200.00| 745.00000 2980.00 FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0034 608-04395 10.000 TON | 15.50000 155.00| 55.00000 550.00| 30.00000 300.00 AGGREGATE FOR SHOULDER DRAINS | | | 0035 609-06257 130.000 SYS | 85.00000 11050.00| 75.00000 9750.00| 65.00000 8450.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 615-06527 1.000 EACH | 550.00000 550.00| 510.00000 510.00| 700.00000 700.00 MONUMENT, SECTION CORNER | | | 0037 615-99189 1.000 EACH | 1500.00000 1500.00| 600.00000 600.00| 1000.00000 1000.00 PLAQUE, ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 600 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,171,625.40 ROUTE : CALL ORDER : 600 CONTRACT ID : B -28561-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1609544 |( 6 ) 35-1364963 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 616-02320 893.000 SYS | 3.50000 3125.50| 1.80000 1607.40| 3.25000 2902.25 GEOTEXTILES | | | 0039 616-06405 813.000 TON | 22.00000 17886.00| 22.50000 18292.50| 25.00000 20325.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH | 900.00000 1800.00| 900.00000 1800.00| 840.00000 1680.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 1.100 TON | 600.00000 660.00| 620.00000 682.00| 575.00000 632.50 FERTILIZER | | | 0042 621-06553 460.000 LBS | 3.25000 1495.00| 3.25000 1495.00| 3.25000 1495.00 SEED MIXTURE, R | | | 0043 621-06557 220.000 LBS | 3.75000 825.00| 3.84000 844.80| 3.50000 770.00 SEED MIXTURE, T | | | 0044 621-06565 6.000 TON | 460.00000 2760.00| 475.00000 2850.00| 440.00000 2640.00 MULCHING MATERIAL | | | 0045 621-06567 1.000 kGAL | 11.00000 11.00| 11.00000 11.00| 10.50000 10.50 WATER | | | 0046 621-06574 219.000 SYS | 7.00000 1533.00| 7.20000 1576.80| 6.75000 1478.25 SODDING | | | 0047 621-08161 1371.000 SYS | 6.00000 8226.00| 6.30000 8637.30| 6.00000 8226.00 PERMANENT TURF REINFORCEMENT MAT | | | 0048 622-52436 4.000 EACH | 27.50000 110.00| 28.00000 112.00| 26.25000 105.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 360.000 EACH | 8.00000 2880.00| 8.00000 2880.00| 7.75000 2790.00 SEEDLING | | | 0050 701-01849 1136.000 LFT | 40.00000 45440.00| 50.14000 56959.04| 55.00000 62480.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0051 702-51005 59.800 CYS | 600.00000 35880.00| 341.58000 20426.48| 500.00000 29900.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 703-51030 4452.000 LBS | 0.80000 3561.60| 0.71000 3160.92| 0.80000 3561.60 REINFORCING STEEL | | | 0053 703-51032 46896.000 LBS | 0.90000 42206.40| 0.79000 37047.84| 0.85000 39861.60 REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 181.600 CYS | 500.00000 90800.00| 443.10000 80466.96| 500.00000 90800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-98990 386.920 LFT | 55.00000 21280.60| 55.00000 21280.60| 55.00000 21280.60 RAILING, THRIE BEAM | | | 0056 707-05979 2960.000 SFT | 50.00000 148000.00| 42.81000 126717.60| 42.00000 124320.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 600 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,171,625.40 ROUTE : CALL ORDER : 600 CONTRACT ID : B -28561-A COUNTIES : WAYNE LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1310611 |( 5 ) 35-1609544 |( 6 ) 35-1364963 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 709-51821 LUMP | 3500.00000 3500.00| 3100.00000 3100.00| 3000.00000 3000.00 SURFACE SEAL , STR. NO. 1 | | | 0058 715-05169 50.000 LFT | 50.00000 2500.00| 45.00000 2250.00| 24.00000 1200.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0059 715-05407 88.000 LFT | 5.00000 440.00| 9.82000 864.16| 10.00000 880.00 PIPE, END BENT DRAIN, 6 IN. | | | 0060 715-46005 2.000 EACH | 225.00000 450.00| 157.00000 314.00| 250.00000 500.00 PIPE END SECTION, 15 IN. | | | 0061 723-06927 40.000 LFT | 2000.00000 80000.00| 2321.00000 92840.00| 1825.00000 73000.00 STRUCTURE, PRECAST THREE-SIDED, | | | 0062 801-04308 4.000 EACH | 375.00000 1500.00| 390.00000 1560.00| 375.00000 1500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06640 4.000 EACH | 275.00000 1100.00| 270.00000 1080.00| 350.00000 1400.00 CONSTRUCTION SIGN, A | | | 0064 801-07118 72.000 LFT | 20.00000 1440.00| 20.00000 1440.00| 20.00000 1440.00 BARRICADE, III-A | | | 0065 801-07119 48.000 LFT | 20.00000 960.00| 20.00000 960.00| 20.00000 960.00 BARRICADE, III-B | | | SECTION TOTALS | $ 973,649.73| $ 978,692.23| $ 1,127,708.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 973,649.73| $ 978,692.23| $ 1,127,708.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,668.00 ROUTE : I-65 CALL ORDER : 640 CONTRACT ID : B -28627-A COUNTIES : JACKSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. $ 360,000.00 100.0000% 2 36-2726271 DAGLAS, A.G. PAINTING CO $ 394,002.00 109.4450% 3 35-1131315 FIVE STAR PAINTING, INC. $ 442,488.00 122.9133% 4 35-1841931 VENUS PAINTING COMPANY $ 483,002.00 134.1672% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 492,902.00 136.9172% 6 59-2361020 M & J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 1,110,866.40 308.5740% 7 41-1224817 ABHE & SVOBODA, INC. $ 1,543,310.00 428.6972% ==================================================================================================================================== |( 1 ) 35-2019240 |( 2 ) 36-2726271 |( 3 ) 35-1131315 |CENTRAL PAINTING, INC. |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 9.000 MOS | 600.00000 5400.00| 2000.00000 18000.00| 2300.00000 20700.00 FIELD OFFICE, B | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 17000.00000 17000.00| 22000.00000 22000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 619-05926 LUMP | 500.00000 500.00| 6000.00000 6000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0006 619-05926 LUMP | 500.00000 500.00| 6000.00000 6000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0007 619-51859 LUMP | 40319.00000 40319.00| 50000.00000 50000.00| 58531.00000 58531.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP | 40319.00000 40319.00| 50000.00000 50000.00| 58531.00000 58531.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-61000 LUMP | 125000.00000 125000.00| 100000.00000 100000.00| 130187.00000 130187.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0010 619-61000 LUMP | 125000.00000 125000.00| 100000.00000 100000.00| 130187.00000 130187.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,668.00 ROUTE : I-65 CALL ORDER : 640 CONTRACT ID : B -28627-A COUNTIES : JACKSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2019240 |( 2 ) 36-2726271 |( 3 ) 35-1131315 |CENTRAL PAINTING, INC. |DAGLAS, A.G. PAINTING CO |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 709-51821 LUMP | 800.00000 800.00| 4400.00000 4400.00| 800.00000 800.00 SURFACE SEAL , STR. NO. 1 | | | 0012 709-51821 LUMP | 800.00000 800.00| 4400.00000 4400.00| 800.00000 800.00 SURFACE SEAL , STR. NO. 2 | | | 0013 801-06640 16.000 EACH | 10.00000 160.00| 200.00000 3200.00| 300.00000 4800.00 CONSTRUCTION SIGN, A | | | 0014 801-06710 120.000 DAY | 10.00000 1200.00| 50.00000 6000.00| 25.00000 3000.00 FLASHING ARROW SIGN | | | 0015 801-06775 LUMP | 500.00000 500.00| 5000.00000 5000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0016 801-06775 LUMP | 500.00000 500.00| 5000.00000 5000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0017 801-09133 2.000 EACH | 1000.00000 2000.00| 7000.00000 14000.00| 3975.00000 7950.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 360,000.00| $ 394,002.00| $ 442,488.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 360,000.00| $ 394,002.00| $ 442,488.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 640 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,668.00 ROUTE : I-65 CALL ORDER : 640 CONTRACT ID : B -28627-A COUNTIES : JACKSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1841931 |( 5 ) 35-1778430 |( 6 ) 59-2361020 |VENUS PAINTING COMPANY |SPANOS, N.I. PAINTING, INC. |M & J CONST. CO. OF PINELLAS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 9.000 MOS | 800.00000 7200.00| 500.00000 4500.00| 1200.00000 10800.00 FIELD OFFICE, B | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 72800.00000 72800.00| 20000.00000 20000.00| 63000.00000 63000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 619-05926 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 163800.00000 163800.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0006 619-05926 LUMP | 3000.00000 3000.00| 5000.00000 5000.00| 163800.00000 163800.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0007 619-51859 LUMP | 40000.00000 40000.00| 90000.00000 90000.00| 140400.00000 140400.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP | 40000.00000 40000.00| 90000.00000 90000.00| 140400.00000 140400.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-61000 LUMP | 156860.00000 156860.00| 136500.00000 136500.00| 163800.00000 163800.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0010 619-61000 LUMP | 156860.00000 156860.00| 136500.00000 136500.00| 163800.00000 163800.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0011 709-51821 LUMP | 600.00000 600.00| 1000.00000 1000.00| 6125.00000 6125.00 SURFACE SEAL , STR. NO. 1 | | | 0012 709-51821 LUMP | 600.00000 600.00| 1000.00000 1000.00| 6125.00000 6125.00 SURFACE SEAL , STR. NO. 2 | | | 0013 801-06640 16.000 EACH | 10.00000 160.00| 20.00000 320.00| 164.40000 2630.40 CONSTRUCTION SIGN, A | | | 0014 801-06710 120.000 DAY | 1.00000 120.00| 9.00000 1080.00| 13.20000 1584.00 FLASHING ARROW SIGN | | | 0015 801-06775 LUMP | 600.00000 600.00| 500.00000 500.00| 37500.00000 37500.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0016 801-06775 LUMP | 600.00000 600.00| 500.00000 500.00| 37500.00000 37500.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0017 801-09133 2.000 EACH | 300.00000 600.00| 500.00000 1000.00| 4800.00000 9600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 483,002.00| $ 492,902.00| $ 1,110,866.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 483,002.00| $ 492,902.00| $ 1,110,866.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 640 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 433,668.00 ROUTE : I-65 CALL ORDER : 640 CONTRACT ID : B -28627-A COUNTIES : JACKSON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 41-1224817 |( ) |( ) |ABHE & SVOBODA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07039 9.000 MOS | 1800.00000 16200.00| | FIELD OFFICE, B | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 77100.00000 77100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 619-05926 LUMP | 70600.00000 70600.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0006 619-05926 LUMP | 70600.00000 70600.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0007 619-51859 LUMP | 225370.00000 225370.00| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP | 225370.00000 225370.00| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-61000 LUMP | 369000.00000 369000.00| | CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0010 619-61000 LUMP | 369000.00000 369000.00| | CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0011 709-51821 LUMP | 29700.00000 29700.00| | SURFACE SEAL , STR. NO. 1 | | | 0012 709-51821 LUMP | 29700.00000 29700.00| | SURFACE SEAL , STR. NO. 2 | | | 0013 801-06640 16.000 EACH | 163.00000 2608.00| | CONSTRUCTION SIGN, A | | | 0014 801-06710 120.000 DAY | 13.00000 1560.00| | FLASHING ARROW SIGN | | | 0015 801-06775 LUMP | 23500.00000 23500.00| | MAINTAINING TRAFFIC , STR. NO. 1 | | | 0016 801-06775 LUMP | 23500.00000 23500.00| | MAINTAINING TRAFFIC , STR. NO. 2 | | | 0017 801-09133 2.000 EACH | 4750.00000 9500.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 1,543,310.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,543,310.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 716 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,434.00 ROUTE : VARIOUS CALL ORDER : 716 CONTRACT ID : M -28502-B COUNTIES : VARIOUS LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/25/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1038926 TOWNSEND TREE SERVICE CO $ 43,690.36 100.0000% ==================================================================================================================================== |( 1 ) 35-1038926 |( ) |( ) |TOWNSEND TREE SERVICE CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE HERBICIDE TREATMENT | | | 0001 105-08520 3.000 EACH | 100.00000 300.00| | CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 27.000 MOS | 250.00000 6750.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 624-92647 53.820 ACRE | 643.61500 34639.36| | HERBICIDE TREATMENT | | | 0005 801-06775 LUMP | 2000.00000 2000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 43,690.36| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 43,690.36| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 720 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,559.00 ROUTE : CALL ORDER : 720 CONTRACT ID : M -28572-A COUNTIES : HENRY TIPTON LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE CONTRACT TIME : 10/02/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1558367 MYERS PAVING INC $ 188,707.76 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 199,501.93 105.7200% ==================================================================================================================================== |( 1 ) 35-1558367 |( 2 ) 35-1917625 |( ) |MYERS PAVING INC |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-07025 4.000 EACH | 4800.00000 19200.00| 500.00000 2000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 304-07489 1.500 TON | 1350.00000 2025.00| 450.00000 675.00| HMA PATCHING, TYPE A | | | 0003 306-08033 455.500 SYS | 7.25000 3302.38| 5.00000 2277.50| MILLING, ASPHALT, 1 IN. | | | 0004 306-08043 1763.500 SYS | 7.25000 12785.38| 6.50000 11462.75| MILLING, TRANSITION | | | 0005 306-08432 184.000 SYS | 7.25000 1334.00| 6.00000 1104.00| MILLING, APPROACH | | | 0006 402-07432 2149.500 TON | 63.00000 135418.50| 79.65000 171207.68| HMA SURFACE, TYPE A | | | 0007 406-05520 9.100 TON | 675.00000 6142.50| 250.00000 2275.00| ASPHALT FOR TACK COAT | | | 0008 801-06775 LUMP | 8500.00000 8500.00| 8500.00000 8500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 188,707.76| $ 199,501.93| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 188,707.76| $ 199,501.93| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 730 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 44 CALL ORDER : 730 CONTRACT ID : M -28598-A COUNTIES : SHELBY LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 123,356.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 148,055.00 120.0225% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 150,392.40 121.9174% 4 90-0177865 HIS CONSTRUCTORS LLC $ 164,294.00 133.1869% 5 35-2064912 B & P CONSTRUCTION $ 171,310.75 138.8751% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 189,800.00 153.8636% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 740 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 92,175.00 ROUTE : CALL ORDER : 740 CONTRACT ID : M -28618-A COUNTIES : MARION LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/06/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1033872 GRADY BROTHERS, INC. $ 63,948.30 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 74,660.00 116.7506% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 86,982.00 136.0193% 4 35-1341287 HARCO ASPHALT PAVING INC. $ 94,204.00 147.3128% 5 35-1139301 E & B PAVING, INC. $ 98,500.00 154.0307% 6 35-1558367 MYERS PAVING INC CONDITIONAL BID $ 110,799.29 173.2639% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 117,881.20 184.3383% ==================================================================================================================================== |( 1 ) 35-1033872 |( 2 ) 35-1151771 |( 3 ) 35-0918397 |GRADY BROTHERS, INC. |CALUMET ASPHALT PAVING CO. I |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP | 4750.00000 4750.00| 4500.00000 4500.00| 7714.50000 7714.50 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-05677 1.000 EACH | 700.00000 700.00| 1000.00000 1000.00| 3000.00000 3000.00 BARRIER ISLAND, REMOVE | | | 0003 304-07489 16.000 TON | 145.00000 2320.00| 280.00000 4480.00| 167.00000 2672.00 HMA PATCHING, TYPE A | | | 0004 306-08043 455.000 SYS | 4.00000 1820.00| 8.00000 3640.00| 8.50000 3867.50 MILLING, TRANSITION | | | 0005 306-08432 160.000 SYS | 7.00000 1120.00| 11.00000 1760.00| 18.00000 2880.00 MILLING, APPROACH | | | 0006 402-07432 917.000 TON | 51.00000 46767.00| 58.00000 53186.00| 63.00000 57771.00 HMA SURFACE, TYPE A | | | 0007 402-07435 18.200 TON | 46.50000 846.30| 70.00000 1274.00| 75.00000 1365.00 HMA INTERMEDIATE, TYPE A | | | 0008 406-05520 3.800 TON | 475.00000 1805.00| 200.00000 760.00| 240.00000 912.00 ASPHALT FOR TACK COAT | | | 0009 605-02493 40.000 SYS | 58.00000 2320.00| 49.00000 1960.00| 115.00000 4600.00 CURB ISLAND, CONCRETE | | | 0010 801-06775 LUMP | 1500.00000 1500.00| 2100.00000 2100.00| 2200.00000 2200.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 63,948.30| $ 74,660.00| $ 86,982.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 63,948.30| $ 74,660.00| $ 86,982.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 740 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 92,175.00 ROUTE : CALL ORDER : 740 CONTRACT ID : M -28618-A COUNTIES : MARION LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1341287 |( 5 ) 35-1139301 |( 6 ) 35-1558367 |HARCO ASPHALT PAVING INC. |E & B PAVING, INC. |MYERS PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP | 4400.00000 4400.00| 4925.00000 4925.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-05677 1.000 EACH | 3000.00000 3000.00| 2500.00000 2500.00| 2500.00000 2500.00 BARRIER ISLAND, REMOVE | | | 0003 304-07489 16.000 TON | 200.00000 3200.00| 350.00000 5600.00| 275.00000 4400.00 HMA PATCHING, TYPE A | | | 0004 306-08043 455.000 SYS | 4.00000 1820.00| 13.00000 5915.00| 14.48000 6588.40 MILLING, TRANSITION | | | 0005 306-08432 160.000 SYS | 10.00000 1600.00| 13.00000 2080.00| 14.48000 2316.80 MILLING, APPROACH | | | 0006 402-07432 917.000 TON | 70.00000 64190.00| 70.80000 64923.60| 74.77000 68564.09 HMA SURFACE, TYPE A | | | 0007 402-07435 18.200 TON | 70.00000 1274.00| 250.00000 4550.00| 75.00000 1365.00 HMA INTERMEDIATE, TYPE A | | | 0008 406-05520 3.800 TON | 400.00000 1520.00| 250.00000 950.00| 675.00000 2565.00 ASPHALT FOR TACK COAT | | | 0009 605-02493 40.000 SYS | 80.00000 3200.00| 125.00000 5000.00| 100.00000 4000.00 CURB ISLAND, CONCRETE | | | 0010 801-06775 LUMP | 10000.00000 10000.00| 2056.40000 2056.40| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 94,204.00| $ 98,500.00| $ 110,799.29 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 94,204.00| $ 98,500.00| $ 110,799.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 740 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 92,175.00 ROUTE : CALL ORDER : 740 CONTRACT ID : M -28618-A COUNTIES : MARION LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 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 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 110-01001 LUMP | 5800.00000 5800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-05677 1.000 EACH | 5400.00000 5400.00| | BARRIER ISLAND, REMOVE | | | 0003 304-07489 16.000 TON | 182.00000 2912.00| | HMA PATCHING, TYPE A | | | 0004 306-08043 455.000 SYS | 21.00000 9555.00| | MILLING, TRANSITION | | | 0005 306-08432 160.000 SYS | 21.00000 3360.00| | MILLING, APPROACH | | | 0006 402-07432 917.000 TON | 88.00000 80696.00| | HMA SURFACE, TYPE A | | | 0007 402-07435 18.200 TON | 81.00000 1474.20| | HMA INTERMEDIATE, TYPE A | | | 0008 406-05520 3.800 TON | 280.00000 1064.00| | ASPHALT FOR TACK COAT | | | 0009 605-02493 40.000 SYS | 113.00000 4520.00| | CURB ISLAND, CONCRETE | | | 0010 801-06775 LUMP | 3100.00000 3100.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 117,881.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 117,881.20| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 750 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 750 CONTRACT ID : M -28619-A COUNTIES : VARIOUS LETTING DATE : 04/19/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/04/06 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. $ 182,000.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 189,249.90 103.9835% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 760 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 760 CONTRACT ID : M -28643-A COUNTIES : MONROE LETTING DATE : 04/19/06 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 35-1357381 O`MARA, DAVE CONTRACTOR $ 448,494.00 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 506,000.00 112.8220% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 764 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,211.08 ROUTE : CALL ORDER : 764 CONTRACT ID : M -28663-A COUNTIES : BROWN LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 415,877.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 485,750.00 116.8014% 3 35-1418333 ROGERS GROUP, INC. $ 515,000.00 123.8347% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1418333 |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 13870.00000 13870.00| 23648.00000 23648.00| 28107.99000 28107.99 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-04791 20.000 EACH | 15.00000 300.00| 85.00000 1700.00| 15.54000 310.80 PARKING BARRIER, REMOVE | | | 0006 303-01180 2000.000 TON | 19.00000 38000.00| 27.00000 54000.00| 17.80000 35600.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 100.000 TON | 65.00000 6500.00| 110.00000 11000.00| 127.72000 12772.00 HMA PATCHING, TYPE C | | | 0008 306-08043 5000.000 SYS | 1.00000 5000.00| 3.00000 15000.00| 3.71000 18550.00 MILLING, TRANSITION | | | 0009 402-07434 5423.000 TON | 60.00000 325380.00| 63.00000 341649.00| 63.63000 345065.49 HMA SURFACE, TYPE C | | | 0010 402-07452 200.000 TON | 72.00000 14400.00| 68.00000 13600.00| 73.38000 14676.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0011 406-05520 18.000 TON | 180.00000 3240.00| 125.00000 2250.00| 235.58000 4240.44 ASPHALT FOR TACK COAT | | | 0012 615-06496 20.000 EACH | 40.00000 800.00| 100.00000 2000.00| 49.37000 987.40 PARKING BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 764 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 402,211.08 ROUTE : CALL ORDER : 764 CONTRACT ID : M -28663-A COUNTIES : BROWN LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 35-1418333 |O`MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 801-06640 10.000 EACH | 150.00000 1500.00| 175.00000 1750.00| 150.37000 1503.70 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 51110.90000 51110.90 MAINTAINING TRAFFIC | | | 0015 808-97222 6.000 EACH | 29.00000 174.00| 100.00000 600.00| 50.12000 300.72 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0016 615-97768 114.000 EACH | 15.00000 1710.00| 75.00000 8550.00| 15.54000 1771.56 PARKING BARRIER, RESET | | | SECTION TOTALS | $ 415,877.00| $ 485,750.00| $ 515,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 415,877.00| $ 485,750.00| $ 515,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 770 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 90 CALL ORDER : 770 CONTRACT ID : MT-28461-A COUNTIES : LAPORTE LETTING DATE : 04/19/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 04/30/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1136995 BOWEN ENGINEERING $ 2,502,201.00 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 2,547,151.00 101.7964% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 802 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 52 CALL ORDER : 802 CONTRACT ID : T -27190-B COUNTIES : DEARBORN FRANKLIN LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 12/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 765,188.12 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 810 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 231 CALL ORDER : 810 CONTRACT ID : T -28043-A COUNTIES : PUTNAM LETTING DATE : 04/19/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/10/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 497,257.69 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 830 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,723.20 ROUTE : SR 60, SR 62, US 31 CALL ORDER : 830 CONTRACT ID : T -28235-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1675187 HUMMEL ELECTRIC, INC. $ 187,507.24 100.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 231,375.25 123.3954% ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS AND FLASHERS, NEW AND MODERNIZED | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 1750.00000 1750.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 1920.00000 1920.00| 2250.00000 2250.00| RADIO , SPREAD SPECTRUM | | | 0003 105-06899 2.000 EACH | 564.00000 1128.00| 375.00000 750.00| RADIO ANTENNA, 9db YAGI | | | 0004 105-07038 6.000 MOS | 1100.00000 6600.00| 2000.00000 12000.00| FIELD OFFICE, A | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 4600.00000 4600.00| 11000.00000 11000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 202-74035 2.000 EACH | 30.00000 60.00| 35.00000 70.00| SIGN, REMOVE | | | 0009 202-96151 LUMP | 400.00000 400.00| 1000.00000 1000.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0010 202-96632 1.000 EACH | 750.00000 750.00| 3900.00000 3900.00| TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0011 801-06640 12.000 EACH | 110.00000 1320.00| 300.00000 3600.00| CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP | 1600.00000 1600.00| 3100.00000 3100.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 830 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,723.20 ROUTE : SR 60, SR 62, US 31 CALL ORDER : 830 CONTRACT ID : T -28235-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 802-02475 1.000 EACH | 60.00000 60.00| 150.00000 150.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0014 802-05701 10.500 LFT | 12.00000 126.00| 13.00000 136.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0015 802-76020 72.500 SFT | 23.40000 1696.50| 17.40000 1261.50| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0016 802-76030 10.000 SFT | 23.40000 234.00| 21.00000 210.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0017 805-01815 7.000 EACH | 2080.00000 14560.00| 2100.00000 14700.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0018 805-01842 16.000 EACH | 624.00000 9984.00| 830.00000 13280.00| HANDHOLE, SIGNAL | | | 0019 805-01844 2530.000 LFT | 14.00000 35420.00| 14.20000 35926.00| CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0020 805-02262 LUMP | 1080.00000 1080.00| 1350.00000 1350.00| FLASHER INSTALLATION | | | 0021 805-78010 1.000 EACH | 960.00000 960.00| 725.00000 725.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0022 805-78109 2.000 EACH | 9067.20000 18134.40| 8300.00000 16600.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0023 805-78190 4.000 EACH | 324.00000 1296.00| 330.00000 1320.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0024 805-78195 4.000 EACH | 312.00000 1248.00| 320.00000 1280.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0025 805-78205 14.000 EACH | 576.00000 8064.00| 670.00000 9380.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0026 805-78230 2.000 EACH | 864.00000 1728.00| 1150.00000 2300.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0027 805-78415 9.000 EACH | 1260.00000 11340.00| 1470.00000 13230.00| SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 830 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,723.20 ROUTE : SR 60, SR 62, US 31 CALL ORDER : 830 CONTRACT ID : T -28235-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0028 805-78420 9.000 EACH | 235.20000 2116.80| 260.00000 2340.00| DISCONNECT HANGER | | | 0029 805-78445 3.000 EACH | 460.00000 1380.00| 650.00000 1950.00| SIGNAL SERVICE | | | 0030 805-78467 300.000 LFT | 1.68000 504.00| 2.65000 795.00| SIGNAL CABLE, 3C 8GA. | | | 0031 805-78470 9548.000 LFT | 0.36000 3437.28| 0.15000 1432.20| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78480 350.000 LFT | 0.90000 315.00| 1.65000 577.50| SIGNAL CABLE, 3C 14GA. | | | 0033 805-78485 300.000 LFT | 1.10000 330.00| 1.75000 525.00| SIGNAL CABLE, 5C 14GA. | | | 0034 805-78490 1925.000 LFT | 1.20000 2310.00| 1.85000 3561.25| SIGNAL CABLE, 7C 14GA. | | | 0035 805-78510 6950.000 LFT | 0.72000 5004.00| 2.10000 14595.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0036 805-78785 22.000 EACH | 450.00000 9900.00| 600.00000 13200.00| SIGNAL DETECTOR HOUSING | | | 0037 805-78795 2822.000 LFT | 7.00000 19754.00| 7.65000 21588.30| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0038 805-78925 2.000 EACH | 600.00000 1200.00| 650.00000 1300.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0039 805-79020 LUMP | 2040.00000 2040.00| 3500.00000 3500.00| TRAFFIC SIGNAL INSTALLATION , ACTUATED | | | 0040 805-79040 LUMP | 960.00000 960.00| 2800.00000 2800.00| TRAFFIC SIGNAL MODERNIZATION , ACTUATED | | | 0041 805-92504 12.000 EACH | 180.00000 2160.00| 215.00000 2580.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0042 808-03631 869.000 LFT | 1.74000 1512.06| 1.50000 1303.50| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0043 808-03632 350.000 LFT | 1.74000 609.00| 1.50000 525.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0044 808-05534 120.000 LFT | 2.72000 326.40| 2.35000 282.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0045 808-05866 16.300 SYS | 115.00000 1874.50| 100.00000 1630.00| PAVEMENT MESSAGE MARKING, REMOVE | | | 0046 808-06703 70.000 LFT | 2.30000 161.00| 2.00000 140.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0047 808-06716 280.000 LFT | 2.30000 644.00| 2.00000 560.00| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 830 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 254,723.20 ROUTE : SR 60, SR 62, US 31 CALL ORDER : 830 CONTRACT ID : T -28235-A COUNTIES : CLARK LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 808-74805 160.000 LFT | 6.21000 993.60| 5.40000 864.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0049 808-74807 17.000 EACH | 79.35000 1348.95| 69.00000 1173.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0050 808-74808 4.000 EACH | 184.00000 736.00| 160.00000 640.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0051 808-75245 400.000 LFT | 2.30000 920.00| 2.00000 800.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0052 808-75297 85.000 LFT | 5.75000 488.75| 5.00000 425.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0053 808-75320 10.000 EACH | 92.00000 920.00| 80.00000 800.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0054 808-75325 1.000 EACH | 115.00000 115.00| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0055 808-98000 50.000 LFT | 2.72000 136.00| 2.35000 117.50| LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | SECTION TOTALS | $ 187,507.24| $ 231,375.25| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 187,507.24| $ 231,375.25| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 840 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,591.72 ROUTE : US 150 CALL ORDER : 840 CONTRACT ID : T -28300-A COUNTIES : FLOYD HARRISON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1675187 HUMMEL ELECTRIC, INC. $ 170,186.48 100.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 188,581.00 110.8084% 3 35-0821499 DREW, JAMES H. CORPORATION $ 223,594.74 131.3822% ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( 3 ) 35-0821499 |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW TRAFFIC SIGNAL INSTALLATION | | | 0001 105-07038 2.000 MOS | 1200.00000 2400.00| 600.00000 1200.00| 800.00000 1600.00 FIELD OFFICE, A | | | 0002 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0003 110-01001 LUMP | 4337.50000 4337.50| 9000.00000 9000.00| 8286.94000 8286.94 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-78515 LUMP | 1200.00000 1200.00| 2500.00000 2500.00| 3056.29000 3056.29 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0005 801-06640 22.000 EACH | 143.75000 3162.50| 135.00000 2970.00| 131.25000 2887.50 CONSTRUCTION SIGN, A | | | 0006 801-06710 23.000 DAY | 23.00000 529.00| 30.00000 690.00| 15.00000 345.00 FLASHING ARROW SIGN | | | 0007 801-06775 LUMP | 1500.00000 1500.00| 4000.00000 4000.00| 8228.79000 8228.79 MAINTAINING TRAFFIC | | | 0008 801-07215 28.000 DAY | 72.00000 2016.00| 60.00000 1680.00| 63.00000 1764.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0009 802-05701 33.000 LFT | 10.80000 356.40| 9.40000 310.20| 17.64000 582.12 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0010 802-05702 56.000 LFT | 16.80000 940.80| 9.00000 504.00| 16.89000 945.84 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0011 802-76025 83.000 SFT | 15.60000 1294.80| 17.50000 1452.50| 30.73000 2550.59 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 840 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,591.72 ROUTE : US 150 CALL ORDER : 840 CONTRACT ID : T -28300-A COUNTIES : FLOYD HARRISON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( 3 ) 35-0821499 |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 802-76035 47.000 SFT | 14.40000 676.80| 12.50000 587.50| 26.66000 1253.02 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0013 802-76045 78.000 SFT | 24.00000 1872.00| 17.50000 1365.00| 30.06000 2344.68 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0014 805-01815 2.000 EACH | 1600.00000 3200.00| 1800.00000 3600.00| 2243.15000 4486.30 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0015 805-01842 12.000 EACH | 660.00000 7920.00| 780.00000 9360.00| 843.77000 10125.24 HANDHOLE, SIGNAL | | | 0016 805-02087 LUMP | 500.00000 500.00| 500.00000 500.00| 1528.15000 1528.15 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0017 805-02202 1.000 EACH | 660.00000 660.00| 850.00000 850.00| 984.07000 984.07 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0018 805-02660 1.000 EACH | 2808.00000 2808.00| 2650.00000 2650.00| 3012.68000 3012.68 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 5 FACE, 12 IN. RED, AMBER, | | | GREEN, AMBER ARROW, GREEN ARROW | | | 0019 805-06592 2260.000 LFT | 14.40000 32544.00| 14.00000 31640.00| 18.74000 42352.40 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0020 805-78100 2.000 EACH | 7980.00000 15960.00| 7500.00000 15000.00| 8073.89000 16147.78 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0021 805-78205 15.000 EACH | 528.00000 7920.00| 550.00000 8250.00| 584.75000 8771.25 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0022 805-78215 4.000 EACH | 540.00000 2160.00| 580.00000 2320.00| 586.95000 2347.80 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0023 805-78230 1.000 EACH | 840.00000 840.00| 880.00000 880.00| 912.45000 912.45 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0024 805-78245 1.000 EACH | 1860.00000 1860.00| 1760.00000 1760.00| 2011.95000 2011.95 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0025 805-78415 7.000 EACH | 1440.00000 10080.00| 1450.00000 10150.00| 2112.73000 14789.11 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 840 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,591.72 ROUTE : US 150 CALL ORDER : 840 CONTRACT ID : T -28300-A COUNTIES : FLOYD HARRISON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( 3 ) 35-0821499 |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0026 805-78420 9.000 EACH | 235.20000 2116.80| 250.00000 2250.00| 196.77000 1770.93 DISCONNECT HANGER | | | 0027 805-78445 2.000 EACH | 460.00000 920.00| 450.00000 900.00| 746.95000 1493.90 SIGNAL SERVICE | | | 0028 805-78467 1667.000 LFT | 1.50000 2500.50| 2.00000 3334.00| 1.54000 2567.18 SIGNAL CABLE, 3C 8GA. | | | 0029 805-78470 9487.000 LFT | 0.36000 3415.32| 0.30000 2846.10| 0.51000 4838.37 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0030 805-78485 425.000 LFT | 1.10000 467.50| 1.50000 637.50| 1.10000 467.50 SIGNAL CABLE, 5C 14GA. | | | 0031 805-78490 2005.000 LFT | 1.20000 2406.00| 1.60000 3208.00| 1.21000 2426.05 SIGNAL CABLE, 7C 14GA. | | | 0032 805-78510 8976.000 LFT | 0.72000 6462.72| 1.50000 13464.00| 0.88000 7898.88 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0033 805-78785 22.000 EACH | 450.00000 9900.00| 550.00000 12100.00| 929.07000 20439.54 SIGNAL DETECTOR HOUSING | | | 0034 805-78795 3071.000 LFT | 6.72000 20637.12| 7.00000 21497.00| 8.19000 25151.49 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0035 805-78925 2.000 EACH | 624.00000 1248.00| 550.00000 1100.00| 1094.07000 2188.14 CONTROLLER CABINET FOUNDATION, P1 | | | 0036 805-81032 1.000 EACH | 3552.00000 3552.00| 3250.00000 3250.00| 3514.07000 3514.07 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0037 805-81060 1.000 EACH | 3960.00000 3960.00| 3800.00000 3800.00| 4047.57000 4047.57 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0038 807-95709 1.000 EACH | 12.50000 12.50| 50.00000 50.00| 318.47000 318.47 PHOTOCELLS | | | 0039 808-02157 6.000 EACH | 104.40000 626.40| 50.00000 300.00| 94.50000 567.00 PAVEMENT MESSAGE MARKINGS, REMOVE | | | 0040 808-06368 60.000 LFT | 4.06000 243.60| 10.00000 600.00| 3.68000 220.80 TRANSVERSE MARKING, REMOVE | | | 0041 808-06703 120.000 LFT | 0.58000 69.60| 1.60000 192.00| 0.53000 63.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0042 808-75245 730.000 LFT | 0.70000 511.00| 1.60000 1168.00| 0.63000 459.90 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0043 808-75278 90.000 LFT | 2.32000 208.80| 4.10000 369.00| 2.10000 189.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0044 808-75297 417.000 LFT | 5.00000 2085.00| 4.10000 1709.70| 4.20000 1751.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 840 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 192,591.72 ROUTE : US 150 CALL ORDER : 840 CONTRACT ID : T -28300-A COUNTIES : FLOYD HARRISON LETTING DATE : 04/19/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( 3 ) 35-0821499 |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 808-75320 14.000 EACH | 78.88000 1104.32| 75.00000 1050.00| 71.40000 999.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0046 808-75325 9.000 EACH | 81.20000 730.80| 100.00000 900.00| 73.50000 661.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0047 808-98875 155.000 LFT | 1.74000 269.70| 4.10000 635.50| 1.58000 244.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 6 IN. | | | SECTION TOTALS | $ 170,186.48| $ 188,581.00| $ 223,594.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 170,186.48| $ 188,581.00| $ 223,594.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 850 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 116,022.65 ROUTE : 2 CALL ORDER : 850 CONTRACT ID : T -28335-A COUNTIES : PORTER LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC REJECTED BID $ 75,523.22 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC AWARD $ 76,957.00 101.8985% 3 62-1339540 HAWK ENTERPRISES, INC. $ 80,226.00 106.2269% 4 74-2851603 QUANTA SERVICES, INC. $ 87,180.70 115.4356% ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 35-1657131 |( 3 ) 62-1339540 |MIDWESTERN ELECTRIC |MICHIANA CONTRACTING INC |HAWK ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW FLASHER INSTALLATION | | | 0001 105-06845 LUMP | 400.00000 400.00| 350.00000 350.00| 640.00000 640.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1600.00000 6400.00| 1325.00000 5300.00| 500.00000 2000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP | 6115.00000 6115.00| 6500.00000 6500.00| 2200.00000 2200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 801-06640 16.000 EACH | 98.00000 1568.00| 120.00000 1920.00| 98.00000 1568.00 CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP | 1045.00000 1045.00| 100.00000 100.00| 2100.00000 2100.00 MAINTAINING TRAFFIC | | | 0006 802-76025 13.000 SFT | 17.94000 233.22| 16.00000 208.00| 12.00000 156.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0007 805-01815 6.000 EACH | 1552.00000 9312.00| 1585.00000 9510.00| 1805.00000 10830.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0008 805-01842 5.000 EACH | 634.00000 3170.00| 885.00000 4425.00| 532.00000 2660.00 HANDHOLE, SIGNAL | | | 0009 805-01879 2.000 EACH | 269.00000 538.00| 670.00000 1340.00| 420.00000 840.00 SIGNAL SERVICE, INSTALL | | | 0010 805-02262 LUMP | 2860.00000 2860.00| 650.00000 650.00| 2620.00000 2620.00 FLASHER INSTALLATION | | | 0011 805-06592 1000.000 LFT | 10.77000 10770.00| 10.00000 10000.00| 10.62000 10620.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 850 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 116,022.65 ROUTE : 2 CALL ORDER : 850 CONTRACT ID : T -28335-A COUNTIES : PORTER LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 35-1657131 |( 3 ) 62-1339540 |MIDWESTERN ELECTRIC |MICHIANA CONTRACTING INC |HAWK ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 805-78010 1.000 EACH | 629.00000 629.00| 650.00000 650.00| 1168.00000 1168.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0013 805-78100 1.000 EACH | 7087.00000 7087.00| 7625.00000 7625.00| 7100.00000 7100.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0014 805-78190 4.000 EACH | 277.00000 1108.00| 300.00000 1200.00| 400.00000 1600.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0015 805-78195 4.000 EACH | 266.00000 1064.00| 280.00000 1120.00| 400.00000 1600.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0016 805-78205 6.000 EACH | 519.00000 3114.00| 585.00000 3510.00| 700.00000 4200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0017 805-78215 1.000 EACH | 542.00000 542.00| 610.00000 610.00| 790.00000 790.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0018 805-78415 4.000 EACH | 1215.00000 4860.00| 1500.00000 6000.00| 1165.00000 4660.00 SPAN, CATENARY, AND TETHER | | | 0019 805-78420 4.000 EACH | 177.00000 708.00| 195.00000 780.00| 352.00000 1408.00 DISCONNECT HANGER | | | 0020 805-78467 100.000 LFT | 1.68000 168.00| 1.80000 180.00| 1.00000 100.00 SIGNAL CABLE, 3C 8GA. | | | 0021 805-78470 800.000 LFT | 0.57000 456.00| 0.12000 96.00| 0.20000 160.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78480 200.000 LFT | 0.82000 164.00| 1.15000 230.00| 0.70000 140.00 SIGNAL CABLE, 3C 14GA. | | | 0023 805-78485 150.000 LFT | 0.96000 144.00| 1.30000 195.00| 0.90000 135.00 SIGNAL CABLE, 5C 14GA. | | | 0024 805-78490 800.000 LFT | 1.17000 936.00| 1.35000 1080.00| 1.00000 800.00 SIGNAL CABLE, 7C 14GA. | | | 0025 805-78510 1800.000 LFT | 0.78000 1404.00| 1.10000 1980.00| 0.84000 1512.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0026 805-78785 4.000 EACH | 468.00000 1872.00| 585.00000 2340.00| 460.00000 1840.00 SIGNAL DETECTOR HOUSING | | | 0027 805-78795 300.000 LFT | 9.45000 2835.00| 8.00000 2400.00| 8.80000 2640.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 805-78925 1.000 EACH | 705.00000 705.00| 860.00000 860.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 850 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 116,022.65 ROUTE : 2 CALL ORDER : 850 CONTRACT ID : T -28335-A COUNTIES : PORTER LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 35-1657131 |( 3 ) 62-1339540 |MIDWESTERN ELECTRIC |MICHIANA CONTRACTING INC |HAWK ENTERPRISES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 805-79020 LUMP | 3663.00000 3663.00| 1825.00000 1825.00| 8600.00000 8600.00 TRAFFIC SIGNAL INSTALLATION | | | 0030 805-92504 3.000 EACH | 232.00000 696.00| 215.00000 645.00| 210.00000 630.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0031 808-75297 115.000 LFT | 5.20000 598.00| 6.40000 736.00| 6.00000 690.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75320 2.000 EACH | 89.00000 178.00| 110.00000 220.00| 89.00000 178.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 1.000 EACH | 180.00000 180.00| 220.00000 220.00| 180.00000 180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0034 802-07059 2.000 EACH | 0.00000 0.00| 45.00000 90.00| 25.00000 50.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0035 802-05701 40.000 LFT | 0.00000 0.00| 10.40000 416.00| 12.00000 480.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0036 802-76035 36.000 SFT | 0.00000 0.00| 10.00000 360.00| 11.00000 396.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0037 802-05702 20.000 LFT | 0.00000 0.00| 7.55000 151.00| 12.00000 240.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0038 802-76045 16.000 SFT | 0.00000 0.00| 17.00000 272.00| 14.00000 224.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0039 105-08520 2.000 EACH | 0.00000 0.00| 155.00000 310.00| 225.00000 450.00 CELLULAR TELEPHONE/RADIO | | | 0040 105-08521 8.000 MOS | 0.00000 0.00| 69.00000 552.00| 165.00000 1320.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0041 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 75,523.22| $ 76,957.00| $ 80,226.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 75,523.22| $ 76,957.00| $ 80,226.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 850 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 116,022.65 ROUTE : 2 CALL ORDER : 850 CONTRACT ID : T -28335-A COUNTIES : PORTER LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 74-2851603 |( ) |( ) |QUANTA SERVICES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW FLASHER INSTALLATION | | | 0001 105-06845 LUMP | 500.00000 500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 800.00000 3200.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP | 4000.00000 4000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 801-06640 16.000 EACH | 180.00000 2880.00| | CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP | 1500.00000 1500.00| | MAINTAINING TRAFFIC | | | 0006 802-76025 13.000 SFT | 12.20000 158.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0007 805-01815 6.000 EACH | 1850.00000 11100.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0008 805-01842 5.000 EACH | 850.00000 4250.00| | HANDHOLE, SIGNAL | | | 0009 805-01879 2.000 EACH | 500.00000 1000.00| | SIGNAL SERVICE, INSTALL | | | 0010 805-02262 LUMP | 2000.00000 2000.00| | FLASHER INSTALLATION | | | 0011 805-06592 1000.000 LFT | 16.00000 16000.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0012 805-78010 1.000 EACH | 1200.00000 1200.00| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0013 805-78100 1.000 EACH | 7850.00000 7850.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0014 805-78190 4.000 EACH | 350.00000 1400.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0015 805-78195 4.000 EACH | 320.00000 1280.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0016 805-78205 6.000 EACH | 600.00000 3600.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 850 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 116,022.65 ROUTE : 2 CALL ORDER : 850 CONTRACT ID : T -28335-A COUNTIES : PORTER LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 74-2851603 |( ) |( ) |QUANTA SERVICES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 805-78215 1.000 EACH | 650.00000 650.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0018 805-78415 4.000 EACH | 1450.00000 5800.00| | SPAN, CATENARY, AND TETHER | | | 0019 805-78420 4.000 EACH | 250.00000 1000.00| | DISCONNECT HANGER | | | 0020 805-78467 100.000 LFT | 1.80000 180.00| | SIGNAL CABLE, 3C 8GA. | | | 0021 805-78470 800.000 LFT | 0.30000 240.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78480 200.000 LFT | 1.30000 260.00| | SIGNAL CABLE, 3C 14GA. | | | 0023 805-78485 150.000 LFT | 1.30000 195.00| | SIGNAL CABLE, 5C 14GA. | | | 0024 805-78490 800.000 LFT | 1.40000 1120.00| | SIGNAL CABLE, 7C 14GA. | | | 0025 805-78510 1800.000 LFT | 1.20000 2160.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0026 805-78785 4.000 EACH | 550.00000 2200.00| | SIGNAL DETECTOR HOUSING | | | 0027 805-78795 300.000 LFT | 7.50000 2250.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 805-78925 1.000 EACH | 550.00000 550.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0029 805-79020 LUMP | 4200.00000 4200.00| | TRAFFIC SIGNAL INSTALLATION | | | 0030 805-92504 3.000 EACH | 300.00000 900.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0031 808-75297 115.000 LFT | 7.50000 862.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75320 2.000 EACH | 150.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 1.000 EACH | 150.00000 150.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0034 802-07059 2.000 EACH | 25.00000 50.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 850 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 116,022.65 ROUTE : 2 CALL ORDER : 850 CONTRACT ID : T -28335-A COUNTIES : PORTER LETTING DATE : 04/19/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 74-2851603 |( ) |( ) |QUANTA SERVICES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 802-05701 40.000 LFT | 8.50000 340.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0036 802-76035 36.000 SFT | 12.60000 453.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0037 802-05702 20.000 LFT | 8.00000 160.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0038 802-76045 16.000 SFT | 15.00000 240.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0039 105-08520 2.000 EACH | 100.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0040 105-08521 8.000 MOS | 100.00000 800.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0041 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | SECTION TOTALS | $ 87,180.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 87,180.70| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 860 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,060.80 ROUTE : 57 CALL ORDER : 860 CONTRACT ID : T -28343-A COUNTIES : DAVIESS PIKE LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT KNOX OTHERS CONTRACT TIME : 11/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1675187 HUMMEL ELECTRIC, INC. $ 153,615.00 100.0000% 2 74-2851603 QUANTA SERVICES, INC. $ 207,802.00 135.2746% ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 110-01001 LUMP | 3860.00000 3860.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-78515 LUMP | 2500.00000 2500.00| 4000.00000 4000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0003 604-02007 12.000 SYS | 60.00000 720.00| 48.00000 576.00| SIDEWALK, CONCRETE, RECONSTRUCT | | | 0004 604-07897 12.000 SYS | 120.00000 1440.00| 60.00000 720.00| CURB RAMP, CONCRETE, C | | | 0005 801-06640 76.000 EACH | 125.00000 9500.00| 220.00000 16720.00| CONSTRUCTION SIGN, A | | | 0006 801-06775 LUMP | 6000.00000 6000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0007 805-01815 2.000 EACH | 1600.00000 3200.00| 2000.00000 4000.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0008 805-01816 1.000 EACH | 960.00000 960.00| 1250.00000 1250.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0009 805-01842 8.000 EACH | 648.00000 5184.00| 800.00000 6400.00| HANDHOLE, SIGNAL | | | 0010 805-01879 6.000 EACH | 460.00000 2760.00| 500.00000 3000.00| SIGNAL SERVICE, INSTALL | | | 0011 805-02072 1.000 EACH | 2880.00000 2880.00| 3250.00000 3250.00| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 860 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,060.80 ROUTE : 57 CALL ORDER : 860 CONTRACT ID : T -28343-A COUNTIES : DAVIESS PIKE LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT KNOX OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 805-02087 LUMP | 500.00000 500.00| 750.00000 750.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0013 805-02152 8.000 EACH | 396.00000 3168.00| 500.00000 4000.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0014 805-06592 1150.000 LFT | 14.40000 16560.00| 18.00000 20700.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0015 805-78010 2.000 EACH | 912.00000 1824.00| 1200.00000 2400.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0016 805-78060 2.000 EACH | 6648.00000 13296.00| 8420.00000 16840.00| CONTROLLER AND CABINET, MENU DRIVEN, 4 | | | PHASE | | | 0017 805-78190 8.000 EACH | 319.20000 2553.60| 320.00000 2560.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0018 805-78195 8.000 EACH | 308.40000 2467.20| 300.00000 2400.00| TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | | 0019 805-78205 34.000 EACH | 591.60000 20114.40| 700.00000 23800.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0020 805-78215 2.000 EACH | 579.60000 1159.20| 680.00000 1360.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0021 805-78415 9.000 EACH | 1250.00000 11250.00| 1550.00000 13950.00| SPAN, CATENARY, AND TETHER | | | 0022 805-78420 9.000 EACH | 235.20000 2116.80| 250.00000 2250.00| DISCONNECT HANGER | | | 0023 805-78467 450.000 LFT | 1.80000 810.00| 1.90000 855.00| SIGNAL CABLE, 3C 8GA. | | | 0024 805-78470 1700.000 LFT | 0.36000 612.00| 0.30000 510.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0025 805-78480 1500.000 LFT | 1.00000 1500.00| 1.30000 1950.00| SIGNAL CABLE, 3C 14GA. | | | 0026 805-78485 2700.000 LFT | 1.10000 2970.00| 1.40000 3780.00| SIGNAL CABLE, 5C 14GA. | | | 0027 805-78490 2200.000 LFT | 1.20000 2640.00| 1.60000 3520.00| SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 860 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,060.80 ROUTE : 57 CALL ORDER : 860 CONTRACT ID : T -28343-A COUNTIES : DAVIESS PIKE LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT KNOX OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0028 805-78510 2800.000 LFT | 0.72000 2016.00| 1.40000 3920.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0029 805-78785 7.000 EACH | 450.00000 3150.00| 550.00000 3850.00| SIGNAL DETECTOR HOUSING | | | 0030 805-78795 700.000 LFT | 7.20000 5040.00| 8.50000 5950.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 805-78900 1.000 EACH | 364.80000 364.80| 400.00000 400.00| PEDESTAL FOUNDATION, A | | | 0032 805-78930 1.000 EACH | 600.00000 600.00| 550.00000 550.00| CONTROLLER CABINET FOUNDATION, M | | | 0033 805-90005 1.000 EACH | 408.00000 408.00| 500.00000 500.00| SIGNAL PEDESTAL, 10 FT. | | | 0034 805-92504 1.000 EACH | 192.00000 192.00| 200.00000 200.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0035 805-96121 8.000 EACH | 100.00000 800.00| 150.00000 1200.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0036 808-75297 300.000 LFT | 5.04000 1512.00| 7.00000 2100.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0037 808-75300 500.000 LFT | 1.26000 630.00| 1.80000 900.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0038 808-75320 15.000 EACH | 90.00000 1350.00| 110.00000 1650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75325 9.000 EACH | 150.00000 1350.00| 180.00000 1620.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0040 105-07038 10.000 MOS | 1056.00000 10560.00| 1800.00000 18000.00| FIELD OFFICE, A | | | 0041 105-08520 2.000 EACH | 84.00000 168.00| 100.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0042 105-08521 20.000 MOS | 62.40000 1248.00| 100.00000 2000.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0043 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0044 802-07060 6.000 EACH | 40.00000 240.00| 120.00000 720.00| SIGN, SHEET, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 860 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 165,060.80 ROUTE : 57 CALL ORDER : 860 CONTRACT ID : T -28343-A COUNTIES : DAVIESS PIKE LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT KNOX OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 805-02262 LUMP | 1440.00000 1440.00| 2500.00000 2500.00| FLASHER INSTALLATION | | | SECTION TOTALS | $ 153,615.00| $ 207,802.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 153,615.00| $ 207,802.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 900 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,630.10 ROUTE : US 41 CALL ORDER : 900 CONTRACT ID : T -28541-A COUNTIES : VANDERBURGH LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1675187 HUMMEL ELECTRIC, INC. $ 21,960.00 100.0000% 2 35-1142603 MOUNTS ELECTRIC, INC. $ 25,578.68 116.4785% 3 74-2851603 QUANTA SERVICES, INC. $ 30,334.00 138.1330% ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 35-1142603 |( 3 ) 74-2851603 |HUMMEL ELECTRIC, INC. |MOUNTS ELECTRIC, INC. |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW FLASHER INSTALLATION | | | 0001 105-07039 3.000 MOS | 500.00000 1500.00| 933.00000 2799.00| 500.00000 1500.00 FIELD OFFICE, B | | | 0002 801-06640 12.000 EACH | 125.00000 1500.00| 279.00000 3348.00| 250.00000 3000.00 CONSTRUCTION SIGN, A | | | 0003 801-06775 LUMP | 2000.00000 2000.00| 1597.00000 1597.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0004 802-76025 32.000 SFT | 15.00000 480.00| 15.44000 494.08| 14.50000 464.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0005 805-01842 2.000 EACH | 660.00000 1320.00| 785.00000 1570.00| 1000.00000 2000.00 HANDHOLE, SIGNAL | | | 0006 805-01844 230.000 LFT | 14.00000 3220.00| 20.00000 4600.00| 20.00000 4600.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0007 805-04133 4.000 EACH | 650.00000 2600.00| 403.00000 1612.00| 750.00000 3000.00 SIGNAL PEDESTAL, 12 FT. | | | 0008 805-06956 2.000 EACH | 300.00000 600.00| 373.00000 746.00| 500.00000 1000.00 DOWNGUY ANCHOR, INSTALL | | | 0009 805-78010 2.000 EACH | 900.00000 1800.00| 777.00000 1554.00| 1650.00000 3300.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0010 805-78445 2.000 EACH | 480.00000 960.00| 477.00000 954.00| 500.00000 1000.00 SIGNAL SERVICE | | | 0011 805-78480 380.000 LFT | 1.00000 380.00| 0.77000 292.60| 1.50000 570.00 SIGNAL CABLE, 3C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/24/06 PAGE : 900 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 26,630.10 ROUTE : US 41 CALL ORDER : 900 CONTRACT ID : T -28541-A COUNTIES : VANDERBURGH LETTING DATE : 04/19/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 35-1142603 |( 3 ) 74-2851603 |HUMMEL ELECTRIC, INC. |MOUNTS ELECTRIC, INC. |QUANTA SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 805-78900 4.000 EACH | 370.00000 1480.00| 703.00000 2812.00| 450.00000 1800.00 PEDESTAL FOUNDATION, A | | | 0013 805-93755 2.000 EACH | 700.00000 1400.00| 520.00000 1040.00| 1000.00000 2000.00 SIGNAL POLE, WOOD, 5, 30 FT. | | | 0014 805-78190 8.000 EACH | 340.00000 2720.00| 270.00000 2160.00| 450.00000 3600.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | SECTION TOTALS | $ 21,960.00| $ 25,578.68| $ 30,334.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 21,960.00| $ 25,578.68| $ 30,334.00 ====================================================================================================================================