INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 650 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 84,967.79 ROUTE : US 52 CALL ORDER : 650 CONTRACT ID : M -26942-C COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 86,781.85 100.0000% ==================================================================================================================================== |( 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 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 4300.00000 4300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 203-02000 379.000 CYS | 22.00000 8338.00| | EXCAVATION, COMMON | | | 0006 205-06933 2.000 EACH | 100.00000 200.00| | TEMPORARY DITCH INLET PROTECTION | | | 0007 211-07454 2.000 CYS | 40.00000 80.00| | STRUCTURE BACKFILL | | | 0008 301-07448 440.000 TON | 20.00000 8800.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0009 402-07784 85.000 TON | 90.00000 7650.00| | HMA SURFACE, TYPE D | | | 0010 402-07785 120.000 TON | 68.00000 8160.00| | HMA INTERMEDIATE, TYPE D | | | 0011 402-07786 330.000 TON | 57.00000 18810.00| | HMA BASE, TYPE D | | | 0012 405-05517 1.500 TON | 300.00000 450.00| | ASPHALT FOR PRIME COAT | | | 0013 406-05520 1.000 TON | 250.00000 250.00| | ASPHALT FOR TACK COAT | | | 0014 616-02320 24.000 SYS | 10.00000 240.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 650 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 84,967.79 ROUTE : US 52 CALL ORDER : 650 CONTRACT ID : M -26942-C COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 616-06451 18.000 TON | 45.00000 810.00| | RIPRAP, UNIFORM | | | 0016 621-01004 1.000 EACH | 325.00000 325.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0017 621-06574 825.000 SYS | 4.75000 3918.75| | SODDING | | | 0018 715-05118 60.000 LFT | 36.00000 2160.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0019 720-45030 1.000 EACH | 2000.00000 2000.00| | INLET, E7 | | | 0020 801-03290 4.000 EACH | 98.00000 392.00| | CONSTRUCTION SIGN, C | | | 0021 801-06640 12.000 EACH | 79.00000 948.00| | CONSTRUCTION SIGN, A | | | 0022 801-06710 20.000 DAY | 16.00000 320.00| | FLASHING ARROW SIGN | | | 0023 801-06775 LUMP | 12750.00000 12750.00| | MAINTAINING TRAFFIC | | | 0024 808-06703 120.000 LFT | 1.20000 144.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0025 808-06716 339.000 LFT | 0.90000 305.10| | LINE, REMOVE | | | 0026 808-75245 310.000 LFT | 1.20000 372.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0027 808-75320 1.000 EACH | 77.00000 77.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 1.000 EACH | 110.00000 110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75998 6.000 EACH | 145.00000 870.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 86,781.85| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 86,781.85| $ | $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,110.45 ROUTE : 2 CALL ORDER : 660 CONTRACT ID : M -27575-A COUNTIES : LAPORTE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 553,893.70 100.0000% 2 35-1120685 WALSH & KELLY INC $ 648,401.33 117.0624% ==================================================================================================================================== |( 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 | 6000.00000 6000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 495.00000 495.00| 100.00000 100.00| PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 495.00000 990.00| 100.00000 200.00| PHONE(INSPECTOR) | | | 0004 105-06906 3.000 MOS | 80.00000 240.00| 100.00000 300.00| CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 6.000 MOS | 160.00000 960.00| 100.00000 600.00| CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 6.000 MOS | 1600.00000 9600.00| 1500.00000 9000.00| FIELD OFFICE, B | | | 0007 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0008 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0009 110-01001 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-52710 530.000 SYS | 21.00000 11130.00| 5.50000 2915.00| SIDEWALK, CONCRETE, REMOVE | | | 0011 304-07783 500.000 TON | 85.00000 42500.00| 65.00000 32500.00| HMA PATCHING, TYPE D | | | 0012 304-07783 500.000 TON | 75.00000 37500.00| 65.00000 32500.00| HMA PATCHING, TYPE D PARTIAL DEPTH | | | 0013 306-08032 7066.000 SYS | 2.86000 20208.76| 3.85000 27204.10| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 660 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,110.45 ROUTE : 2 CALL ORDER : 660 CONTRACT ID : M -27575-A COUNTIES : LAPORTE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08034 59063.000 SYS | 0.54000 31894.02| 1.10000 64969.30| MILLING, ASPHALT, 1 1/2 IN. | | | 0015 401-07335 5116.000 TON | 41.00000 209756.00| 46.00000 235336.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0016 604-06070 100.000 SYS | 48.00000 4800.00| 100.00000 10000.00| SIDEWALK, CONCRETE | | | 0017 604-07894 53.000 SYS | 128.00000 6784.00| 170.00000 9010.00| CURB RAMP, CONCRETE, A | | | 0018 604-07897 35.000 SYS | 128.00000 4480.00| 170.00000 5950.00| CURB RAMP, CONCRETE, C | | | 0019 604-07900 21.000 SYS | 128.00000 2688.00| 170.00000 3570.00| CURB RAMP, CONCRETE, F | | | 0020 604-07901 180.000 SYS | 128.00000 23040.00| 170.00000 30600.00| CURB RAMP, CONCRETE, G | | | 0021 604-07902 30.000 SYS | 128.00000 3840.00| 170.00000 5100.00| CURB RAMP, CONCRETE, H | | | 0022 605-06120 100.000 LFT | 20.00000 2000.00| 25.00000 2500.00| CURB, CONCRETE | | | 0023 610-07788 600.000 TON | 65.50000 39300.00| 75.00000 45000.00| HMA FOR APPROACHES, TYPE D | | | 0024 801-06203 2648.000 LFT | 0.43000 1138.64| 0.01000 26.48| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 2648.000 LFT | 1.34000 3548.32| 1.40000 3707.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 24.000 EACH | 74.19000 1780.56| 69.00000 1656.00| CONSTRUCTION SIGN, A | | | 0027 801-06710 50.000 DAY | 32.26000 1613.00| 15.00000 750.00| FLASHING ARROW SIGN | | | 0028 801-06775 LUMP | 30000.00000 30000.00| 55000.00000 55000.00| MAINTAINING TRAFFIC | | | 0029 805-02328 2500.000 LFT | 0.65000 1625.00| 0.60000 1500.00| SIGNAL CABLE, 1C 14GA. | | | 0030 805-78510 300.000 LFT | 2.15000 645.00| 2.00000 600.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0031 805-78795 600.000 LFT | 7.74000 4644.00| 7.20000 4320.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0032 808-06701 17700.000 LFT | 0.01000 177.00| 0.01000 177.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 660 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 779,110.45 ROUTE : 2 CALL ORDER : 660 CONTRACT ID : M -27575-A COUNTIES : LAPORTE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( ) |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-06703 27500.000 LFT | 0.01000 275.00| 0.01000 275.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0034 808-75245 14300.000 LFT | 0.01000 143.00| 0.01000 143.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0035 808-75278 1000.000 LFT | 1.61000 1610.00| 1.50000 1500.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0036 808-75297 1250.000 LFT | 5.38000 6725.00| 5.00000 6250.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0037 808-75300 1900.000 LFT | 2.69000 5111.00| 2.50000 4750.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0038 808-75340 2.000 EACH | 806.45000 1612.90| 750.00000 1500.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0039 808-92027 4500.000 LFT | 0.02000 90.00| 0.02000 90.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0040 406-05520 25.000 TON | 265.00000 6625.00| 0.01000 0.25| ASPHALT FOR TACK COAT | | | 0041 720-44000 20.000 EACH | 400.00000 8000.00| 425.00000 8500.00| CASTING, ADJUST TO GRADE | | | 0042 808-75320 30.000 EACH | 10.75000 322.50| 10.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 553,893.70| $ 648,401.33| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 553,893.70| $ 648,401.33| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 670 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 136 CALL ORDER : 670 CONTRACT ID : M -27638-A COUNTIES : MONTGOMERY LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 42 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 671,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 738,466.33 110.0546% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 674 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 198,593.92 ROUTE : US 31 CALL ORDER : 674 CONTRACT ID : M -27644-C COUNTIES : MIAMI LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/19/05 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. $ 203,701.00 100.0000% ==================================================================================================================================== |( 1 ) 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 PIPE LINING AND ACCELERATION LANE | | | 0001 105-06845 LUMP | 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 3.000 MOS | 2500.00000 7500.00| | FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02271 2.000 EACH | 200.00000 400.00| | HEADWALL, REMOVE | | | 0007 203-02070 685.000 CYS | 1.00000 685.00| | BORROW | | | 0008 203-90014 18.750 STA | 600.00000 11250.00| | LINEAR GRADING | | | 0009 213-04324 10.000 CYS | 75.00000 750.00| | FLOWABLE FILL | | | 0010 301-07448 1088.000 TON | 13.50000 14688.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0011 304-07493 1867.000 TON | 38.00000 70946.00| | WIDENING WITH HMA, TYPE B | | | 0012 406-05520 2.150 TON | 250.00000 537.50| | ASPHALT FOR TACK COAT | | | 0013 607-95754 114.000 LFT | 4.00000 456.00| | PAVED SIDE DITCH, BREAK | | | 0014 616-02320 157.000 SYS | 5.00000 785.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 674 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 198,593.92 ROUTE : US 31 CALL ORDER : 674 CONTRACT ID : M -27644-C COUNTIES : MIAMI LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 616-06405 202.000 TON | 30.00000 6060.00| | RIPRAP, REVETMENT | | | 0016 715-46040 1.000 EACH | 400.00000 400.00| | PIPE END SECTION, 36 IN. | | | 0017 725-06858 184.000 LFT | 180.00000 33120.00| | PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0018 725-06874 39.500 LFT | 550.00000 21725.00| | PIPE LINER, THERMOPLASTIC, 60 IN. | | | 0019 801-06710 25.000 DAY | 23.00000 575.00| | FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 15500.00000 15500.00| | MAINTAINING TRAFFIC | | | 0021 801-92448 180.000 DAY | 5.00000 900.00| | CONSTRUCTION SIGNS, MOBILE | | | 0022 802-05704 56.000 LFT | 9.00000 504.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0023 802-91122 4.000 EACH | 150.00000 600.00| | SIGN, GROUND MOUNTED, RESET | | | 0024 808-06711 600.000 LFT | 0.10000 60.00| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0025 808-06713 2575.000 LFT | 0.10000 257.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-75998 40.000 EACH | 50.00000 2000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 203,701.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 203,701.00| $ 738,466.33| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 680 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 123,017.10 ROUTE : SR 75 CALL ORDER : 680 CONTRACT ID : M -27755-A COUNTIES : BOONE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 12 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 32,622.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 44,712.50 137.0624% 3 35-1526557 MIDWEST MOLE, INC. $ 51,237.50 157.0643% ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 35-1817574 |( 3 ) 35-1526557 |B & P CONSTRUCTION |YARDBERRY LANDSCAPE |MIDWEST MOLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE LINING | | | 0001 105-06845 LUMP | 1375.00000 1375.00| 1500.00000 1500.00| 1200.00000 1200.00 CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 4000.00000 4000.00| 2100.00000 2100.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 300.00000 300.00| 1500.00000 1500.00| 1500.00000 1500.00 CLEARING RIGHT OF WAY | | | 0005 621-06559 400.000 SYS | 2.00000 800.00| 1.00000 400.00| 9.00000 3600.00 MULCHED SEEDING, R | | | 0007 801-03290 2.000 EACH | 175.00000 350.00| 165.00000 330.00| 175.00000 350.00 CONSTRUCTION SIGN, C | | | 0008 801-06640 4.000 EACH | 220.00000 880.00| 214.00000 856.00| 175.00000 700.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP | 100.00000 100.00| 2000.00000 2000.00| 2400.00000 2400.00 MAINTAINING TRAFFIC | | | 0010 725-06872 70.500 LFT | 352.00000 24816.00| 511.00000 36025.50| 553.00000 38986.50 PIPE LINER, THERMOPLASTIC, 42 IN. | | | SECTION TOTALS | $ 32,622.00| $ 44,712.50| $ 51,237.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 32,622.00| $ 44,712.50| $ 51,237.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 686 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 9 CALL ORDER : 686 CONTRACT ID : M -27801-B COUNTIES : HANCOCK LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 49,851.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 57,449.00 115.2414% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 690 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 136 CALL ORDER : 690 CONTRACT ID : M -27810-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 41,250.00 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 44,668.00 108.2861% 3 90-0177865 HIS CONSTRUCTORS LLC $ 53,180.00 128.9212% 4 35-1341287 HARCO ASPHALT PAVING INC. $ 55,600.00 134.7879% 5 35-2142300 MOE CONSTRUCTION CO. INC. $ 57,923.84 140.4214% 6 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 72,984.00 176.9309% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 76,575.00 185.6364% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 700 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 180,075.95 ROUTE : 66 CALL ORDER : 700 CONTRACT ID : M -28056-A COUNTIES : WARRICK LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 156,150.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 169,626.00 108.6302% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 174,800.00 111.9436% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0626844 |( 3 ) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 1000.00000 3000.00| 1800.00000 5400.00| 1200.00000 3600.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 7800.00000 7800.00| 8400.00000 8400.00| 8700.00000 8700.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07490 200.000 TON | 120.00000 24000.00| 85.00000 17000.00| 105.00000 21000.00 HMA PATCHING, TYPE B | | | 0006 306-08032 960.000 SYS | 0.40000 384.00| 1.00000 960.00| 1.85000 1776.00 MILLING, TRANSITION | | | 0007 306-08034 22040.000 SYS | 0.40000 8816.00| 1.15000 25346.00| 0.35000 7714.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0008 401-07328 2000.000 TON | 45.50000 91000.00| 48.00000 96000.00| 55.00000 110000.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0009 406-05520 6.000 TON | 210.00000 1260.00| 185.00000 1110.00| 170.00000 1020.00 ASPHALT FOR TACK COAT | | | 0010 801-06207 1250.000 LFT | 1.00000 1250.00| 2.00000 2500.00| 0.95000 1187.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0011 801-06640 16.000 EACH | 98.00000 1568.00| 98.00000 1568.00| 98.00000 1568.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP | 9779.00000 9779.00| 4000.00000 4000.00| 10905.20000 10905.20 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 700 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 180,075.95 ROUTE : 66 CALL ORDER : 700 CONTRACT ID : M -28056-A COUNTIES : WARRICK LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0626844 |( 3 ) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 808-06712 2400.000 LFT | 0.09000 216.00| 0.09000 216.00| 0.09000 216.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0014 808-06713 14300.000 LFT | 0.09000 1287.00| 0.09000 1287.00| 0.09000 1287.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0015 808-06714 5550.000 LFT | 0.09000 499.50| 0.09000 499.50| 0.09000 499.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75297 24.000 LFT | 8.00000 192.00| 9.00000 216.00| 8.00000 192.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75320 2.000 EACH | 75.00000 150.00| 80.00000 160.00| 75.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0018 808-75325 1.000 EACH | 110.00000 110.00| 125.00000 125.00| 110.00000 110.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0019 808-75996 121.000 EACH | 6.50000 786.50| 6.50000 786.50| 6.80000 822.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 135.000 EACH | 30.00000 4050.00| 30.00000 4050.00| 30.00000 4050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 156,150.00| $ 169,626.00| $ 174,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 156,150.00| $ 169,626.00| $ 174,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 710 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,156.97 ROUTE : SR 26 CALL ORDER : 710 CONTRACT ID : M -28079-A COUNTIES : HOWARD LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/05 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 $ 153,372.00 100.0000% 2 84-1656426 SEBCORP INC $ 156,538.00 102.0643% 3 35-1058755 BAKER & SCHULTZ, INC. $ 159,401.00 103.9310% 4 35-1325036 DEICHMAN EXCAVATING CO $ 171,728.07 111.9683% 5 35-1438272 DAVES EXCAVATING, INC. $ 174,114.91 113.5246% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 189,819.80 123.7643% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 196,532.00 128.1407% 8 35-1523985 WIRTZ & YATES, INC. $ 214,624.50 139.9372% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 84-1656426 |( 3 ) 35-1058755 |HIS CONSTRUCTORS LLC |SEBCORP INC |BAKER & SCHULTZ, 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 | 1700.00000 1700.00| 3000.00000 3000.00| 1800.00000 1800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 3.000 MOS | 2300.00000 6900.00| 2200.00000 6600.00| 2435.00000 7305.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 7400.00000 7400.00| 9500.00000 9500.00| 7000.00000 7000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 200.000 LFT | 10.00000 2000.00| 6.00000 1200.00| 6.00000 1200.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 4004.15000 4004.15| 18500.00000 18500.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 140.000 CYS | 43.00000 6020.00| 20.00000 2800.00| 15.00000 2100.00 EXCAVATION, COMMON | | | 0010 206-51230 156.000 CYS | 20.00000 3120.00| 20.00000 3120.00| 15.00000 2340.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 710 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,156.97 ROUTE : SR 26 CALL ORDER : 710 CONTRACT ID : M -28079-A COUNTIES : HOWARD LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 84-1656426 |( 3 ) 35-1058755 |HIS CONSTRUCTORS LLC |SEBCORP INC |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 213-08058 121.000 CYS | 65.00000 7865.00| 60.00000 7260.00| 90.00000 10890.00 FLOWABLE BACKFILL | | | 0012 301-07448 130.000 TON | 30.50000 3965.00| 18.00000 2340.00| 18.00000 2340.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-07662 75.000 TON | 21.00000 1575.00| 19.00000 1425.00| 18.00000 1350.00 STONE , NO. 2 | | | 0014 406-05520 0.270 TON | 205.00000 55.35| 200.00000 54.00| 200.00000 54.00 ASPHALT FOR TACK COAT | | | 0015 601-06854 2.000 EACH | 3500.00000 7000.00| 3400.00000 6800.00| 3450.00000 6900.00 GUARDRAIL, W-BEAM, NESTED | | | 0016 616-02320 181.000 SYS | 2.50000 452.50| 3.00000 543.00| 2.50000 452.50 GEOTEXTILES | | | 0017 616-05688 137.000 TON | 35.00000 4795.00| 29.00000 3973.00| 30.00000 4110.00 RIPRAP, CLASS 1 | | | 0018 621-06567 0.300 MG | 50.00000 15.00| 50.00000 15.00| 50.00000 15.00 WATER | | | 0019 621-06575 63.000 SYS | 23.00000 1449.00| 30.00000 1890.00| 22.50000 1417.50 SODDING, NURSERY | | | 0020 714-06677 66.000 LFT | 1092.00000 72072.00| 1010.00000 66660.00| 1200.00000 79200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 18 FT. X 6 FT. | | | 0021 714-44240 7.800 CYS | 900.00000 7020.00| 395.00000 3081.00| 850.00000 6630.00 CONCRETE, A, STRUCTURES | | | 0022 715-08305 115.000 TON | 82.00000 9430.00| 99.00000 11385.00| 81.00000 9315.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0023 801-04308 4.000 EACH | 145.00000 580.00| 140.00000 560.00| 90.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0024 801-06625 28.000 EACH | 67.00000 1876.00| 65.00000 1820.00| 65.00000 1820.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 12.000 EACH | 115.00000 1380.00| 110.00000 1320.00| 100.00000 1200.00 CONSTRUCTION SIGN, A | | | 0026 801-06645 6.000 EACH | 26.00000 156.00| 25.00000 150.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0027 801-07118 60.000 LFT | 9.00000 540.00| 9.00000 540.00| 7.00000 420.00 BARRICADE, III-A | | | SECTION TOTALS | $ 153,372.00| $ 156,538.00| $ 159,401.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 153,372.00| $ 156,538.00| $ 159,401.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 710 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,156.97 ROUTE : SR 26 CALL ORDER : 710 CONTRACT ID : M -28079-A COUNTIES : HOWARD LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1325036 |( 5 ) 35-1438272 |( 6 ) 35-1386990 |DEICHMAN EXCAVATING CO |DAVES EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 2990.00000 2990.00| 2200.00000 2200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 3.000 MOS | 2870.00000 8610.00| 2417.00000 7251.00| 2500.00000 7500.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 5000.00000 5000.00| 8741.00000 8741.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 4000.00000 4000.00| 5172.00000 5172.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 200.000 LFT | 6.21000 1242.00| 6.12000 1224.00| 7.00000 1400.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 7000.00000 7000.00| 13582.00000 13582.00| 31500.00000 31500.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 140.000 CYS | 50.00000 7000.00| 11.59000 1622.60| 12.00000 1680.00 EXCAVATION, COMMON | | | 0010 206-51230 156.000 CYS | 50.00000 7800.00| 12.67000 1976.52| 15.00000 2340.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 213-08058 121.000 CYS | 103.00000 12463.00| 60.14000 7276.94| 150.00000 18150.00 FLOWABLE BACKFILL | | | 0012 301-07448 130.000 TON | 30.00000 3900.00| 23.60000 3068.00| 18.00000 2340.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-07662 75.000 TON | 32.00000 2400.00| 23.77000 1782.75| 20.00000 1500.00 STONE , NO. 2 | | | 0014 406-05520 0.270 TON | 212.37000 57.34| 230.00000 62.10| 350.00000 94.50 ASPHALT FOR TACK COAT | | | 0015 601-06854 2.000 EACH | 3610.53000 7221.06| 3910.00000 7820.00| 3825.00000 7650.00 GUARDRAIL, W-BEAM, NESTED | | | 0016 616-02320 181.000 SYS | 6.65000 1203.65| 3.24000 586.44| 5.00000 905.00 GEOTEXTILES | | | 0017 616-05688 137.000 TON | 55.00000 7535.00| 31.38000 4299.06| 42.00000 5754.00 RIPRAP, CLASS 1 | | | 0018 621-06567 0.300 MG | 53.10000 15.93| 115.00000 34.50| 1.00000 0.30 WATER | | | 0019 621-06575 63.000 SYS | 29.95000 1886.85| 23.00000 1449.00| 8.00000 504.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 710 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,156.97 ROUTE : SR 26 CALL ORDER : 710 CONTRACT ID : M -28079-A COUNTIES : HOWARD LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1325036 |( 5 ) 35-1438272 |( 6 ) 35-1386990 |DEICHMAN EXCAVATING CO |DAVES EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 714-06677 66.000 LFT | 1060.00000 69960.00| 1331.08000 87851.28| 1061.00000 70026.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 18 FT. X 6 FT. | | | 0021 714-44240 7.800 CYS | 958.00000 7472.40| 284.40000 2218.32| 800.00000 6240.00 CONCRETE, A, STRUCTURES | | | 0022 715-08305 115.000 TON | 85.00000 9775.00| 92.00000 10580.00| 98.00000 11270.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0023 801-04308 4.000 EACH | 107.11000 428.44| 103.50000 414.00| 175.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0024 801-06625 28.000 EACH | 77.36000 2166.08| 74.75000 2093.00| 100.00000 2800.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 12.000 EACH | 119.01000 1428.12| 115.00000 1380.00| 182.00000 2184.00 CONSTRUCTION SIGN, A | | | 0026 801-06645 6.000 EACH | 35.70000 214.20| 34.50000 207.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0027 801-07118 60.000 LFT | 7.45000 447.00| 7.19000 431.40| 13.00000 780.00 BARRICADE, III-A | | | SECTION TOTALS | $ 171,728.07| $ 174,114.91| $ 189,819.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 171,728.07| $ 174,114.91| $ 189,819.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 710 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,156.97 ROUTE : SR 26 CALL ORDER : 710 CONTRACT ID : M -28079-A COUNTIES : HOWARD LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1523985 |( ) |AMERICAN CONTRACTING & SERVI |WIRTZ & YATES, 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 | 5000.00000 5000.00| 5500.00000 5500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 3.000 MOS | 2500.00000 7500.00| 2500.00000 7500.00| FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 9500.00000 9500.00| 12500.00000 12500.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2000.00000 2000.00| 7500.00000 7500.00| CLEARING RIGHT OF WAY | | | 0007 202-02241 200.000 LFT | 6.00000 1200.00| 8.00000 1600.00| GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 22250.00000 22250.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 140.000 CYS | 40.00000 5600.00| 10.00000 1400.00| EXCAVATION, COMMON | | | 0010 206-51230 156.000 CYS | 15.00000 2340.00| 25.00000 3900.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 213-08058 121.000 CYS | 150.00000 18150.00| 140.00000 16940.00| FLOWABLE BACKFILL | | | 0012 301-07448 130.000 TON | 21.00000 2730.00| 20.00000 2600.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-07662 75.000 TON | 21.00000 1575.00| 20.00000 1500.00| STONE , NO. 2 | | | 0014 406-05520 0.270 TON | 200.00000 54.00| 300.00000 81.00| ASPHALT FOR TACK COAT | | | 0015 601-06854 2.000 EACH | 2400.00000 4800.00| 4500.00000 9000.00| GUARDRAIL, W-BEAM, NESTED | | | 0016 616-02320 181.000 SYS | 3.00000 543.00| 3.50000 633.50| GEOTEXTILES | | | 0017 616-05688 137.000 TON | 32.00000 4384.00| 40.00000 5480.00| RIPRAP, CLASS 1 | | | 0018 621-06567 0.300 MG | 50.00000 15.00| 60.00000 18.00| WATER | | | 0019 621-06575 63.000 SYS | 23.00000 1449.00| 30.00000 1890.00| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 710 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 221,156.97 ROUTE : SR 26 CALL ORDER : 710 CONTRACT ID : M -28079-A COUNTIES : HOWARD LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1523985 |( ) |AMERICAN CONTRACTING & SERVI |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 714-06677 66.000 LFT | 1140.00000 75240.00| 1100.00000 72600.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 18 FT. X 6 FT. | | | 0021 714-44240 7.800 CYS | 2400.00000 18720.00| 700.00000 5460.00| CONCRETE, A, STRUCTURES | | | 0022 715-08305 115.000 TON | 80.00000 9200.00| 110.00000 12650.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0023 801-04308 4.000 EACH | 100.00000 400.00| 280.00000 1120.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0024 801-06625 28.000 EACH | 70.00000 1960.00| 85.00000 2380.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0025 801-06640 12.000 EACH | 110.00000 1320.00| 120.00000 1440.00| CONSTRUCTION SIGN, A | | | 0026 801-06645 6.000 EACH | 30.00000 180.00| 35.00000 210.00| CONSTRUCTION SIGN, B | | | 0027 801-07118 60.000 LFT | 7.00000 420.00| 12.00000 720.00| BARRICADE, III-A | | | SECTION TOTALS | $ 196,532.00| $ 214,624.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 196,532.00| $ 214,624.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 714 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 714 CONTRACT ID : M -28100-B COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/13/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1944148 DALTONS, INC. $ 183,159.00 100.0000% 2 35-1038926 TOWNSEND TREE SERVICE CO $ 185,808.96 101.4468% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 718 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 118,900.00 ROUTE : I-64, US 41 CALL ORDER : 718 CONTRACT ID : M -28133-B COUNTIES : POSEY SULLIVAN LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0392360 HOOSIER COMPANY, INC. $ 120,820.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 127,203.94 105.2838% ==================================================================================================================================== |( 1 ) 35-0392360 |( 2 ) 35-0821499 |( ) |HOOSIER COMPANY, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALLATION OF ROAD WEATHER INFORMATION SYSTEMS | | | 0001 110-01001 LUMP | 7900.00000 7900.00| 3410.92000 3410.92| MOBILIZATION AND DEMOBILIZATION | | | 0002 210-08372 2.000 EACH | 55800.00000 111600.00| 59641.05000 119282.10| ROADWAY WEATHER INFORMATION SYSTEM | | | 0003 801-06775 LUMP | 1320.00000 1320.00| 4510.92000 4510.92| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 120,820.00| $ 127,203.94| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 120,820.00| $ 127,203.94| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 720 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,200.93 ROUTE : CALL ORDER : 720 CONTRACT ID : M -28134-A COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/06/05 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 $ 250,678.52 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 269,520.50 107.5164% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-07577 6.000 MOS | 86.51000 519.06| 85.00000 510.00| CELLULAR SERVICE | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 12479.38000 12479.38| 14000.00000 14000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 301-07448 300.000 TON | 10.54000 3162.00| 18.00000 5400.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 304-07490 300.000 TON | 109.23000 32769.00| 115.00000 34500.00| HMA PATCHING, TYPE B | | | 0007 306-08034 5630.000 SYS | 3.52000 19817.60| 4.15000 23364.50| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 306-08043 1900.000 SYS | 4.28000 8132.00| 5.45000 10355.00| MILLING, TRANSITION | | | 0009 402-07451 3800.000 TON | 43.16000 164008.00| 41.00000 155800.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0010 406-05520 10.000 TON | 171.02000 1710.20| 250.00000 2500.00| ASPHALT FOR TACK COAT | | | 0011 801-06203 150.000 LFT | 0.50000 75.00| 1.25000 187.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0012 801-06207 500.000 LFT | 1.59000 795.00| 1.50000 750.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 42.000 EACH | 60.00000 2520.00| 79.00000 3318.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 720 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 275,200.93 ROUTE : CALL ORDER : 720 CONTRACT ID : M -28134-A COUNTIES : TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06775 LUMP | 2872.78000 2872.78| 16000.00000 16000.00| MAINTAINING TRAFFIC | | | 0015 808-06714 8730.000 LFT | 0.15000 1309.50| 0.20000 1746.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0016 808-75297 134.000 LFT | 3.00000 402.00| 6.25000 837.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75320 1.000 EACH | 50.00000 50.00| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0018 808-75325 1.000 EACH | 55.00000 55.00| 150.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 250,678.52| $ 269,520.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 250,678.52| $ 269,520.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 730 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 54,814.90 ROUTE : I-70 CALL ORDER : 730 CONTRACT ID : M -28145-A COUNTIES : VIGO LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-0740607 SMALL WILSON CONTRACTORS LLC $ 20,848.95 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 29,742.00 142.6547% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 29,999.43 143.8894% 4 35-1801998 CLR, INC. $ 39,407.00 189.0119% ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 90-0177865 |( 3 ) 35-2070195 |SMALL WILSON CONTRACTORS LLC |HIS CONSTRUCTORS LLC |ALPHA EXCAVATING & LANDSCAPIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 110-01001 LUMP | 1000.00000 1000.00| 1432.25000 1432.25| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-96133 33.000 LFT | 62.00000 2046.00| 52.00000 1716.00| 185.00000 6105.00 PIPE, REMOVE | | | 0004 203-02376 LUMP | 1800.00000 1800.00| 8000.00000 8000.00| 2500.00000 2500.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0005 601-06854 1.000 EACH | 3100.00000 3100.00| 3000.00000 3000.00| 3245.00000 3245.00 GUARDRAIL, W-BEAM, NESTED | | | 0006 601-06855 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1006.50000 1006.50 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0007 601-94689 1.000 EACH | 2650.00000 2650.00| 2600.00000 2600.00| 2777.50000 2777.50 GUARDRAIL END TREATMENT, OS | | | 0008 601-99105 87.500 LFT | 19.00000 1662.50| 21.00000 1837.50| 19.75000 1728.13 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0009 616-02320 81.000 SYS | 2.45000 198.45| 2.00000 162.00| 2.50000 202.50 GEOTEXTILES | | | 0010 616-06451 79.000 TON | 19.00000 1501.00| 24.75000 1955.25| 27.20000 2148.80 RIPRAP, UNIFORM | | | 0011 621-01004 1.000 EACH | 200.00000 200.00| 500.00000 500.00| 950.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-02468 100.000 LBS | 11.85000 1185.00| 7.00000 700.00| 16.90000 1690.00 SEED MIXTURE, GRASS, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 730 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 54,814.90 ROUTE : I-70 CALL ORDER : 730 CONTRACT ID : M -28145-A COUNTIES : VIGO LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 90-0177865 |( 3 ) 35-2070195 |SMALL WILSON CONTRACTORS LLC |HIS CONSTRUCTORS LLC |ALPHA EXCAVATING & LANDSCAPIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 715-07627 1.000 EACH | 3100.00000 3100.00| 5050.00000 5050.00| 1900.00000 1900.00 CONCRETE ANCHOR, MIN. AREA 39.0 SQ. FT. | | | 0014 801-06640 9.000 EACH | 95.00000 855.00| 145.00000 1305.00| 50.00000 450.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 550.00000 550.00| 483.00000 483.00| 2795.00000 2795.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 20,848.95| $ 29,742.00| $ 29,999.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 20,848.95| $ 29,742.00| $ 29,999.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 730 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 54,814.90 ROUTE : I-70 CALL ORDER : 730 CONTRACT ID : M -28145-A COUNTIES : VIGO LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( ) |( ) |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0002 110-01001 LUMP | 1960.00000 1960.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-96133 33.000 LFT | 165.00000 5445.00| | PIPE, REMOVE | | | 0004 203-02376 LUMP | 2000.00000 2000.00| | EXCAVATION, COMMON, FOR DITCH GRADING | | | 0005 601-06854 1.000 EACH | 3400.00000 3400.00| | GUARDRAIL, W-BEAM, NESTED | | | 0006 601-06855 1.000 EACH | 1050.00000 1050.00| | GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHO | | | 0007 601-94689 1.000 EACH | 3000.00000 3000.00| | GUARDRAIL END TREATMENT, OS | | | 0008 601-99105 87.500 LFT | 20.00000 1750.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0009 616-02320 81.000 SYS | 11.00000 891.00| | GEOTEXTILES | | | 0010 616-06451 79.000 TON | 65.00000 5135.00| | RIPRAP, UNIFORM | | | 0011 621-01004 1.000 EACH | 25.00000 25.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-02468 100.000 LBS | 5.00000 500.00| | SEED MIXTURE, GRASS, 1 | | | 0013 715-07627 1.000 EACH | 7500.00000 7500.00| | CONCRETE ANCHOR, MIN. AREA 39.0 SQ. FT. | | | 0014 801-06640 9.000 EACH | 250.00000 2250.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 4500.00000 4500.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 39,407.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 39,407.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 740 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,881.35 ROUTE : I-74 CALL ORDER : 740 CONTRACT ID : M -28173-A COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 05/31/06 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 $ 206,195.00 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 215,697.00 104.6083% 3 35-2110733 SPECIALTIES COMPANY LLC $ 256,871.00 124.5767% ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 105-07038 12.000 MOS | 1325.00000 15900.00| 1300.00000 15600.00| 1800.00000 21600.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 2000.00000 2000.00| 6000.00000 6000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 601-01522 2.000 EACH | 1390.00000 2780.00| 1450.00000 2900.00| 1800.00000 3600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0005 601-02103 120.000 LFT | 16.70000 2004.00| 16.00000 1920.00| 20.00000 2400.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0006 601-02212 200.000 EACH | 15.00000 3000.00| 16.00000 3200.00| 20.00000 4000.00 GUARDRAIL POST, BRACKET, 8.5 LBS PER FT | | | GALVANIZED, 1 FT. 5 IN. | | | 0008 601-03443 5.000 EACH | 200.00000 1000.00| 215.00000 1075.00| 100.00000 500.00 CAT UNIT FOUNDATION TUBE, MK ST WITH | | | SOIL PLATES, MK SP LABOR ONLY | | | 0009 601-03460 2.000 LFT | 4.50000 9.00| 5.00000 10.00| 5.00000 10.00 GUARDRAIL, CHANNEL 6.7 LBS PER LFT., | | | LABOR ONLY | | | 0010 601-03462 300.000 EACH | 47.00000 14100.00| 56.00000 16800.00| 52.00000 15600.00 GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | | 7 FT. 0 IN. | | | 0011 601-03599 100.000 EACH | 145.00000 14500.00| 135.00000 13500.00| 200.00000 20000.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 740 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,881.35 ROUTE : I-74 CALL ORDER : 740 CONTRACT ID : M -28173-A COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 601-03683 20.000 HRS | 275.00000 5500.00| 238.00000 4760.00| 250.00000 5000.00 COMBINATION ATTENUATING TERMINAL, | | | REPAIR, LABOR ONLY | | | 0014 601-06247 1.000 EACH | 18500.00000 18500.00| 14500.00000 14500.00| 20000.00000 20000.00 IMPACT ATTENUATOR, R2, W2, TL-3 | | | 0016 601-61340 100.000 EACH | 81.00000 8100.00| 40.00000 4000.00| 85.00000 8500.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0017 601-61350 50.000 EACH | 20.00000 1000.00| 15.00000 750.00| 30.00000 1500.00 GUARD RAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0018 601-61390 7.000 EACH | 28.00000 196.00| 48.00000 336.00| 50.00000 350.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0019 601-62530 1.000 EACH | 70.00000 70.00| 125.00000 125.00| 175.00000 175.00 GUARD RAIL PIER CONNECTION, ES | | | 0020 601-62540 500.000 EACH | 16.00000 8000.00| 18.50000 9250.00| 21.00000 10500.00 GUARD RAIL POST, PLUMB | | | 0021 601-91428 12.000 EACH | 225.00000 2700.00| 300.00000 3600.00| 275.00000 3300.00 GUARD RAIL ATTENUATING TERMINAL, NOSE | | | ASSEMBLY, MKN | | | 0022 601-91432 25.000 EACH | 210.00000 5250.00| 325.00000 8125.00| 275.00000 6875.00 GUARD RAIL ATTENUATING TERMINAL, SIDE | | | PLATE, MKSD | | | 0023 601-91504 7.000 EACH | 80.00000 560.00| 110.00000 770.00| 130.00000 910.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0024 601-91505 15.000 EACH | 75.00000 1125.00| 80.00000 1200.00| 110.00000 1650.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0025 601-91542 200.000 EACH | 12.00000 2400.00| 17.00000 3400.00| 40.00000 8000.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0026 601-91649 5.000 EACH | 125.00000 625.00| 135.00000 675.00| 150.00000 750.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0027 601-91653 5.000 EACH | 110.00000 550.00| 100.00000 500.00| 150.00000 750.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0028 601-94689 15.000 EACH | 2350.00000 35250.00| 2815.00000 42225.00| 2800.00000 42000.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-95972 5.000 EACH | 54.00000 270.00| 75.00000 375.00| 80.00000 400.00 GUARD RAIL POST (CRT), 8 IN.X 6 IN. | | | TREATED LUMBER, 6 FT. 0 IN. LONG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 740 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 306,881.35 ROUTE : I-74 CALL ORDER : 740 CONTRACT ID : M -28173-A COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( 3 ) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 601-96591 7500.000 LFT | 7.00000 52500.00| 6.80000 51000.00| 7.00000 52500.00 GUARD RAIL PANEL, STEEL BEAM | | | 0031 601-97950 50.000 EACH | 8.50000 425.00| 16.00000 800.00| 30.00000 1500.00 GUARD RAIL POST BRACKET, TREATED TIMBER | | | 6 IN. X 6 IN. | | | 0032 601-99105 300.000 LFT | 13.00000 3900.00| 13.00000 3900.00| 15.00000 4500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 801-06775 LUMP | 3980.00000 3980.00| 4400.00000 4400.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 206,195.00| $ 215,697.00| $ 256,871.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 206,195.00| $ 215,697.00| $ 256,871.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 750 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 117,567.30 ROUTE : 13 CALL ORDER : 750 CONTRACT ID : M -28185-A COUNTIES : HANCOCK LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/27/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20-0740607 SMALL WILSON CONTRACTORS LLC $ 95,706.75 100.0000% 2 35-2064912 B & P CONSTRUCTION $ 103,528.60 108.1727% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 115,169.25 120.3356% 4 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC. $ 118,722.00 124.0477% 5 84-1656426 SEBCORP INC $ 120,759.00 126.1761% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 122,268.25 127.7530% 7 90-0177865 HIS CONSTRUCTORS LLC $ 126,884.00 132.5758% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 139,944.50 146.2222% ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-2064912 |( 3 ) 35-1364963 |SMALL WILSON CONTRACTORS LLC |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. 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 | 780.00000 780.00| 4000.00000 4000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 4700.00000 4700.00| 5600.00000 5600.00| 5250.00000 5250.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-51330 LUMP | 8300.00000 8300.00| 12625.00000 12625.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0006 202-51330 LUMP | 1600.00000 1600.00| 2000.00000 2000.00| 4500.00000 4500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2, | | | RESET | | | 0007 202-52710 2.000 SYS | 20.00000 40.00| 100.00000 200.00| 25.00000 50.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02000 50.000 CYS | 11.50000 575.00| 26.00000 1300.00| 15.00000 750.00 EXCAVATION, COMMON | | | 0009 203-02070 90.000 CYS | 11.75000 1057.50| 30.00000 2700.00| 15.00000 1350.00 BORROW | | | 0010 205-06937 100.000 LFT | 1.15000 115.00| 6.00000 600.00| 3.00000 300.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 750 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 117,567.30 ROUTE : 13 CALL ORDER : 750 CONTRACT ID : M -28185-A COUNTIES : HANCOCK LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-2064912 |( 3 ) 35-1364963 |SMALL WILSON CONTRACTORS LLC |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 303-01180 24.000 TON | 24.00000 576.00| 20.15000 483.60| 27.50000 660.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0012 303-60012 90.000 TON | 20.00000 1800.00| 20.15000 1813.50| 24.00000 2160.00 AGGREGATE, 2 | | | 0013 303-94433 66.000 CYS | 54.00000 3564.00| 35.00000 2310.00| 37.50000 2475.00 AGGREGATE, 12 | | | 0014 304-07490 38.000 TON | 80.00000 3040.00| 80.00000 3040.00| 125.00000 4750.00 HMA PATCHING, TYPE B | | | 0015 604-91531 2.000 SYS | 35.00000 70.00| 100.00000 200.00| 60.00000 120.00 SIDEWALK, CONCRETE, 4 IN. | | | 0016 605-06120 285.000 LFT | 16.00000 4560.00| 20.00000 5700.00| 17.50000 4987.50 CURB, CONCRETE , 8" BARRIER | | | 0017 616-02320 54.000 SYS | 2.00000 108.00| 5.00000 270.00| 3.00000 162.00 GEOTEXTILES | | | 0018 616-06451 10.000 TON | 24.00000 240.00| 35.00000 350.00| 40.00000 400.00 RIPRAP, UNIFORM | | | 0019 621-01004 1.000 EACH | 175.00000 175.00| 400.00000 400.00| 150.00000 150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 190.000 SYS | 2.55000 484.50| 4.00000 760.00| 1.50000 285.00 MULCHED SEEDING, R | | | 0021 621-06570 40.000 CYS | 21.00000 840.00| 45.00000 1800.00| 30.00000 1200.00 TOP SOIL , ENCASEMENT | | | 0022 715-03795 10.000 LFT | 24.00000 240.00| 25.00000 250.00| 25.00000 250.00 PIPE, DUCTILE IRON, 6 IN. | | | 0023 715-04752 36.000 LFT | 1360.00000 48960.00| 1250.00000 45000.00| 1500.00000 54000.00 CULVERT, ALUMINUM BOX, , 12'-7" SPAN X | | | 5'-2" RISE | | | 0024 715-05115 6.000 LFT | 20.00000 120.00| 25.00000 150.00| 25.00000 150.00 PIPE, TYPE 1, CIRCULAR, 6 IN. , PVC | | | 0025 715-05119 30.000 LFT | 37.00000 1110.00| 30.00000 900.00| 30.00000 900.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0026 715-08305 20.000 TON | 240.00000 4800.00| 200.00000 4000.00| 125.00000 2500.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0027 801-04308 6.000 EACH | 75.00000 450.00| 115.00000 690.00| 120.00000 720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0028 801-06207 50.000 LFT | 1.05000 52.50| 1.10000 55.00| 1.00000 50.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 750 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 117,567.30 ROUTE : 13 CALL ORDER : 750 CONTRACT ID : M -28185-A COUNTIES : HANCOCK LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 20-0740607 |( 2 ) 35-2064912 |( 3 ) 35-1364963 |SMALL WILSON CONTRACTORS LLC |B & P CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 801-06625 31.000 EACH | 48.00000 1488.00| 65.00000 2015.00| 70.00000 2170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0030 801-06640 19.000 EACH | 80.00000 1520.00| 62.00000 1178.00| 100.00000 1900.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0032 801-07118 144.000 LFT | 5.25000 756.00| 7.00000 1008.00| 7.00000 1008.00 BARRICADE, III-A | | | 0033 801-07119 48.000 LFT | 5.25000 252.00| 7.00000 336.00| 7.00000 336.00 BARRICADE, III-B | | | 0034 804-06725 4.000 EACH | 160.00000 640.00| 50.00000 200.00| 35.00000 140.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0035 808-06713 285.000 LFT | 1.75000 498.75| 1.50000 427.50| 1.25000 356.25 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 110.000 LFT | 1.75000 192.50| 1.50000 165.00| 1.25000 137.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 95,706.75| $ 103,528.60| $ 115,169.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 95,706.75| $ 103,528.60| $ 115,169.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 750 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 117,567.30 ROUTE : 13 CALL ORDER : 750 CONTRACT ID : M -28185-A COUNTIES : HANCOCK LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1868624 |( 5 ) 84-1656426 |( 6 ) 35-0999231 |CENTRAL ENGINEERING & CONSTR |SEBCORP INC |HUNT PAVING COMPANY, 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 | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 4900.00000 4900.00| 8000.00000 8000.00| 6000.00000 6000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-51330 LUMP | 9629.00000 9629.00| 17000.00000 17000.00| 12200.00000 12200.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0006 202-51330 LUMP | 8356.00000 8356.00| 6000.00000 6000.00| 3800.00000 3800.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2, | | | RESET | | | 0007 202-52710 2.000 SYS | 410.00000 820.00| 20.00000 40.00| 14.00000 28.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02000 50.000 CYS | 22.50000 1125.00| 30.00000 1500.00| 175.00000 8750.00 EXCAVATION, COMMON | | | 0009 203-02070 90.000 CYS | 22.50000 2025.00| 10.00000 900.00| 22.00000 1980.00 BORROW | | | 0010 205-06937 100.000 LFT | 6.00000 600.00| 11.00000 1100.00| 4.00000 400.00 TEMPORARY SILT FENCE | | | 0011 303-01180 24.000 TON | 30.00000 720.00| 22.00000 528.00| 45.00000 1080.00 COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0012 303-60012 90.000 TON | 38.00000 3420.00| 21.00000 1890.00| 22.00000 1980.00 AGGREGATE, 2 | | | 0013 303-94433 66.000 CYS | 38.00000 2508.00| 40.00000 2640.00| 70.00000 4620.00 AGGREGATE, 12 | | | 0014 304-07490 38.000 TON | 76.50000 2907.00| 80.00000 3040.00| 85.00000 3230.00 HMA PATCHING, TYPE B | | | 0015 604-91531 2.000 SYS | 200.00000 400.00| 89.00000 178.00| 39.00000 78.00 SIDEWALK, CONCRETE, 4 IN. | | | 0016 605-06120 285.000 LFT | 25.00000 7125.00| 15.00000 4275.00| 23.00000 6555.00 CURB, CONCRETE , 8" BARRIER | | | 0017 616-02320 54.000 SYS | 3.00000 162.00| 4.00000 216.00| 8.00000 432.00 GEOTEXTILES | | | 0018 616-06451 10.000 TON | 30.00000 300.00| 19.00000 190.00| 49.50000 495.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 750 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 117,567.30 ROUTE : 13 CALL ORDER : 750 CONTRACT ID : M -28185-A COUNTIES : HANCOCK LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1868624 |( 5 ) 84-1656426 |( 6 ) 35-0999231 |CENTRAL ENGINEERING & CONSTR |SEBCORP INC |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-01004 1.000 EACH | 250.00000 250.00| 200.00000 200.00| 230.00000 230.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 190.000 SYS | 4.50000 855.00| 5.00000 950.00| 2.00000 380.00 MULCHED SEEDING, R | | | 0021 621-06570 40.000 CYS | 40.00000 1600.00| 40.00000 1600.00| 23.00000 920.00 TOP SOIL , ENCASEMENT | | | 0022 715-03795 10.000 LFT | 35.00000 350.00| 80.00000 800.00| 55.00000 550.00 PIPE, DUCTILE IRON, 6 IN. | | | 0023 715-04752 36.000 LFT | 1480.00000 53280.00| 1450.00000 52200.00| 1443.00000 51948.00 CULVERT, ALUMINUM BOX, , 12'-7" SPAN X | | | 5'-2" RISE | | | 0024 715-05115 6.000 LFT | 34.00000 204.00| 70.00000 420.00| 51.00000 306.00 PIPE, TYPE 1, CIRCULAR, 6 IN. , PVC | | | 0025 715-05119 30.000 LFT | 42.00000 1260.00| 45.00000 1350.00| 45.00000 1350.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0026 715-08305 20.000 TON | 180.00000 3600.00| 250.00000 5000.00| 250.00000 5000.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0027 801-04308 6.000 EACH | 125.00000 750.00| 70.00000 420.00| 114.00000 684.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0028 801-06207 50.000 LFT | 2.00000 100.00| 3.00000 150.00| 3.00000 150.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06625 31.000 EACH | 75.00000 2325.00| 45.00000 1395.00| 68.00000 2108.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0030 801-06640 19.000 EACH | 70.00000 1330.00| 75.00000 1425.00| 66.00000 1254.00 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP | 3545.00000 3545.00| 3000.00000 3000.00| 1800.00000 1800.00 MAINTAINING TRAFFIC | | | 0032 801-07118 144.000 LFT | 7.50000 1080.00| 5.00000 720.00| 7.00000 1008.00 BARRICADE, III-A | | | 0033 801-07119 48.000 LFT | 7.50000 360.00| 5.00000 240.00| 7.00000 336.00 BARRICADE, III-B | | | 0034 804-06725 4.000 EACH | 90.00000 360.00| 150.00000 600.00| 40.00000 160.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0035 808-06713 285.000 LFT | 1.20000 342.00| 2.00000 570.00| 1.15000 327.75 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 110.000 LFT | 1.20000 132.00| 2.00000 220.00| 1.15000 126.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 118,722.00| $ 120,759.00| $ 122,268.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 118,722.00| $ 120,759.00| $ 122,268.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 750 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 117,567.30 ROUTE : 13 CALL ORDER : 750 CONTRACT ID : M -28185-A COUNTIES : HANCOCK LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 90-0177865 |( 8 ) 35-1618530 |( ) |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI | 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 | 2000.00000 2000.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 6300.00000 6300.00| 6500.00000 6500.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 202-51330 LUMP | 6111.91000 6111.91| 16800.00000 16800.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0006 202-51330 LUMP | 3500.00000 3500.00| 8000.00000 8000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2, | | | RESET | | | 0007 202-52710 2.000 SYS | 98.00000 196.00| 50.00000 100.00| SIDEWALK, CONCRETE, REMOVE | | | 0008 203-02000 50.000 CYS | 71.00000 3550.00| 20.00000 1000.00| EXCAVATION, COMMON | | | 0009 203-02070 90.000 CYS | 18.50000 1665.00| 15.00000 1350.00| BORROW | | | 0010 205-06937 100.000 LFT | 6.00000 600.00| 6.00000 600.00| TEMPORARY SILT FENCE | | | 0011 303-01180 24.000 TON | 22.81000 547.44| 35.00000 840.00| COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0012 303-60012 90.000 TON | 21.72000 1954.80| 30.00000 2700.00| AGGREGATE, 2 | | | 0013 303-94433 66.000 CYS | 124.53000 8218.98| 75.00000 4950.00| AGGREGATE, 12 | | | 0014 304-07490 38.000 TON | 81.70000 3104.60| 85.00000 3230.00| HMA PATCHING, TYPE B | | | 0015 604-91531 2.000 SYS | 330.94000 661.88| 275.00000 550.00| SIDEWALK, CONCRETE, 4 IN. | | | 0016 605-06120 285.000 LFT | 27.23000 7760.55| 20.00000 5700.00| CURB, CONCRETE , 8" BARRIER | | | 0017 616-02320 54.000 SYS | 2.56000 138.24| 5.00000 270.00| GEOTEXTILES | | | 0018 616-06451 10.000 TON | 31.85000 318.50| 50.00000 500.00| RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 750 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 117,567.30 ROUTE : 13 CALL ORDER : 750 CONTRACT ID : M -28185-A COUNTIES : HANCOCK LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 90-0177865 |( 8 ) 35-1618530 |( ) |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-01004 1.000 EACH | 400.00000 400.00| 200.00000 200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06559 190.000 SYS | 4.25000 807.50| 4.00000 760.00| MULCHED SEEDING, R | | | 0021 621-06570 40.000 CYS | 39.21000 1568.40| 49.50000 1980.00| TOP SOIL , ENCASEMENT | | | 0022 715-03795 10.000 LFT | 24.08000 240.80| 75.00000 750.00| PIPE, DUCTILE IRON, 6 IN. | | | 0023 715-04752 36.000 LFT | 1784.31000 64235.16| 1800.00000 64800.00| CULVERT, ALUMINUM BOX, , 12'-7" SPAN X | | | 5'-2" RISE | | | 0024 715-05115 6.000 LFT | 20.00000 120.00| 120.00000 720.00| PIPE, TYPE 1, CIRCULAR, 6 IN. , PVC | | | 0025 715-05119 30.000 LFT | 34.14000 1024.20| 65.00000 1950.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0026 715-08305 20.000 TON | 190.63000 3812.60| 190.00000 3800.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0027 801-04308 6.000 EACH | 108.93000 653.58| 75.00000 450.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0028 801-06207 50.000 LFT | 1.14000 57.00| 1.10000 55.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06625 31.000 EACH | 65.36000 2026.16| 50.00000 1550.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0030 801-06640 19.000 EACH | 63.18000 1200.42| 80.00000 1520.00| CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP | 1550.61000 1550.61| 2950.00000 2950.00| MAINTAINING TRAFFIC | | | 0032 801-07118 144.000 LFT | 6.54000 941.76| 5.50000 792.00| BARRICADE, III-A | | | 0033 801-07119 48.000 LFT | 6.54000 313.92| 5.50000 264.00| BARRICADE, III-B | | | 0034 804-06725 4.000 EACH | 217.86000 871.44| 160.00000 640.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0035 808-06713 285.000 LFT | 1.09000 310.65| 1.70000 484.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 110.000 LFT | 1.09000 119.90| 1.70000 187.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 126,884.00| $ 139,944.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 126,884.00| $ 139,944.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 760 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,007.68 ROUTE : I-65 CALL ORDER : 760 CONTRACT ID : M -28187-A COUNTIES : CLARK LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/22/05 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 $ 259,563.50 100.0000% 2 35-2065425 INFRASTRUCTURE SYSTEMS INC. $ 287,772.00 110.8677% 3 35-0964820 MITCHELL & STARK CONSTRUCTION $ 314,586.22 121.1982% 4 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 341,741.00 131.6599% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 341,746.00 131.6618% 6 90-0177865 HIS CONSTRUCTORS LLC $ 354,800.00 136.6910% 7 61-1256623 LOUISVILLE PAVING CO. $ 370,000.00 142.5470% 8 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 373,951.50 144.0694% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2065425 |( 3 ) 35-0964820 |O`MARA, DAVE CONTRACTOR |INFRASTRUCTURE SYSTEMS INC. |MITCHELL & STARK CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REST AREA MODERNIZATION | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 3240.00000 3240.00 CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 12970.00000 12970.00| 5000.00000 5000.00| 9250.00000 9250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 5500.00000 5500.00| 1000.00000 1000.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY | | | 0005 203-02376 LUMP | 3900.00000 3900.00| 1000.00000 1000.00| 5248.00000 5248.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0006 205-06937 1500.000 LFT | 1.40000 2100.00| 1.35000 2025.00| 1.50000 2250.00 TEMPORARY SILT FENCE | | | 0007 301-07448 120.000 TON | 16.00000 1920.00| 10.30000 1236.00| 14.80000 1776.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 603-97461 500.000 LFT | 16.90000 8450.00| 4.50000 2250.00| 4.00000 2000.00 TEMPORARY FENCE | | | 0009 603-99319 160.000 LFT | 56.00000 8960.00| 12.20000 1952.00| 24.00000 3840.00 FENCE, CHAIN LINK, 84 IN. , INCLUDING | | | GATES | | | 0010 621-01004 1.000 EACH | 637.00000 637.00| 1000.00000 1000.00| 678.00000 678.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 760 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,007.68 ROUTE : I-65 CALL ORDER : 760 CONTRACT ID : M -28187-A COUNTIES : CLARK LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2065425 |( 3 ) 35-0964820 |O`MARA, DAVE CONTRACTOR |INFRASTRUCTURE SYSTEMS INC. |MITCHELL & STARK CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 621-02363 500.000 SYS | 0.86000 430.00| 0.50000 250.00| 0.92000 460.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0012 621-06559 5200.000 SYS | 0.36000 1872.00| 0.50000 2600.00| 0.39000 2028.00 MULCHED SEEDING, R | | | 0013 702-03607 2.000 EACH | 900.00000 1800.00| 1150.00000 2300.00| 600.00000 1200.00 CORED HOLE IN CONCRETE | | | 0014 702-90915 2.000 CYS | 500.00000 1000.00| 100.00000 200.00| 600.00000 1200.00 CONCRETE, A | | | 0015 703-51030 75.000 LBS | 6.00000 450.00| 2.00000 150.00| 8.00000 600.00 REINFORCING STEEL | | | 0016 715-04503 228.000 LFT | 10.90000 2485.20| 40.00000 9120.00| 25.50000 5814.00 PIPE, PVC, SHCEDULE 40, 3 IN., SLEEVE | | | 0017 715-06814 59.000 LFT | 20.00000 1180.00| 65.00000 3835.00| 35.30000 2082.70 PIPE, SANITARY SEWER, 4 IN. | | | 0018 715-39010 309.000 LFT | 25.00000 7725.00| 60.00000 18540.00| 17.44000 5388.96 PIPE, SEWER, 8 IN. , SDR 26 HEAVY WALL, | | | INCLUDES SKIDS | | | 0019 715-90052 LUMP | 49504.80000 49504.80| 57400.00000 57400.00| 63798.00000 63798.00 LIFT STATION | | | 0020 715-92874 241.000 LFT | 189.00000 45549.00| 170.00000 40970.00| 289.40000 69745.40 PIPE ENCASEMENT | | | 0021 715-93404 731.000 LFT | 34.00000 24854.00| 58.00000 42398.00| 57.86000 42295.66 PIPE, PVC, SEWER, 8 IN. , SDR 35, | | | INCLUDES TRENCH OR BORE | | | 0022 720-44025 1.000 EACH | 260.00000 260.00| 315.00000 315.00| 700.00000 700.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0023 720-45410 5.000 EACH | 2220.00000 11100.00| 2555.00000 12775.00| 2547.00000 12735.00 MANHOLE, C4 | | | 0024 720-45510 2.000 EACH | 335.00000 670.00| 1805.00000 3610.00| 325.00000 650.00 MANHOLE, C4, MODIFIED | | | 0025 801-03290 2.000 EACH | 135.00000 270.00| 150.00000 300.00| 54.00000 108.00 CONSTRUCTION SIGN, C | | | 0026 801-04308 1.000 EACH | 220.00000 220.00| 235.00000 235.00| 300.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06624 2.000 EACH | 450.00000 900.00| 485.00000 970.00| 300.00000 600.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0028 801-06640 6.000 EACH | 110.00000 660.00| 120.00000 720.00| 102.00000 612.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 5100.00000 5100.00| 450.00000 450.00| 450.00000 450.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 760 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,007.68 ROUTE : I-65 CALL ORDER : 760 CONTRACT ID : M -28187-A COUNTIES : CLARK LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2065425 |( 3 ) 35-0964820 |O`MARA, DAVE CONTRACTOR |INFRASTRUCTURE SYSTEMS INC. |MITCHELL & STARK CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 801-07215 48.000 DAY | 67.00000 3216.00| 75.00000 3600.00| 35.00000 1680.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0031 807-02560 LUMP | 35000.00000 35000.00| 27500.00000 27500.00| 58686.50000 58686.50 ELECTRICAL WORK , GENERATOR, PANELS, | | | CONDUITS, AND WIRE | | | 0032 807-03694 LUMP | 16325.00000 16325.00| 35500.00000 35500.00| 10896.00000 10896.00 BUILDING ELECTRICAL | | | 0033 807-08214 50.000 LFT | 0.85000 42.50| 95.00000 4750.00| 0.90000 45.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0034 807-87085 24.000 HRS | 63.00000 1512.00| 55.00000 1320.00| 72.00000 1728.00 ELECTRICIAN FOR ADDITIONAL WORK | | | SECTION TOTALS | $ 259,563.50| $ 287,772.00| $ 314,586.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 259,563.50| $ 287,772.00| $ 314,586.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 760 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,007.68 ROUTE : I-65 CALL ORDER : 760 CONTRACT ID : M -28187-A COUNTIES : CLARK LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1618530 |( 6 ) 90-0177865 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REST AREA MODERNIZATION | | | 0001 105-06845 LUMP | 4800.00000 4800.00| 5000.00000 5000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 110-01001 LUMP | 14000.00000 14000.00| 17000.00000 17000.00| 17400.00000 17400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 3300.00000 3300.00| 7000.00000 7000.00| 6100.00000 6100.00 CLEARING RIGHT OF WAY | | | 0005 203-02376 LUMP | 2200.00000 2200.00| 10000.00000 10000.00| 2000.00000 2000.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0006 205-06937 1500.000 LFT | 2.40000 3600.00| 1.35000 2025.00| 1.30000 1950.00 TEMPORARY SILT FENCE | | | 0007 301-07448 120.000 TON | 32.00000 3840.00| 30.00000 3600.00| 37.00000 4440.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 603-97461 500.000 LFT | 23.00000 11500.00| 25.00000 12500.00| 5.00000 2500.00 TEMPORARY FENCE | | | 0009 603-99319 160.000 LFT | 52.00000 8320.00| 55.00000 8800.00| 25.00000 4000.00 FENCE, CHAIN LINK, 84 IN. , INCLUDING | | | GATES | | | 0010 621-01004 1.000 EACH | 500.00000 500.00| 600.00000 600.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0011 621-02363 500.000 SYS | 0.32000 160.00| 0.80000 400.00| 0.33000 165.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0012 621-06559 5200.000 SYS | 0.32000 1664.00| 0.35000 1820.00| 0.33000 1716.00 MULCHED SEEDING, R | | | 0013 702-03607 2.000 EACH | 250.00000 500.00| 400.00000 800.00| 350.00000 700.00 CORED HOLE IN CONCRETE | | | 0014 702-90915 2.000 CYS | 500.00000 1000.00| 850.00000 1700.00| 1000.00000 2000.00 CONCRETE, A | | | 0015 703-51030 75.000 LBS | 2.00000 150.00| 2.50000 187.50| 2.50000 187.50 REINFORCING STEEL | | | 0016 715-04503 228.000 LFT | 17.00000 3876.00| 30.00000 6840.00| 25.00000 5700.00 PIPE, PVC, SHCEDULE 40, 3 IN., SLEEVE | | | 0017 715-06814 59.000 LFT | 29.00000 1711.00| 65.00000 3835.00| 25.50000 1504.50 PIPE, SANITARY SEWER, 4 IN. | | | 0018 715-39010 309.000 LFT | 16.00000 4944.00| 25.00000 7725.00| 29.00000 8961.00 PIPE, SEWER, 8 IN. , SDR 26 HEAVY WALL, | | | INCLUDES SKIDS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 760 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,007.68 ROUTE : I-65 CALL ORDER : 760 CONTRACT ID : M -28187-A COUNTIES : CLARK LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1618530 |( 6 ) 90-0177865 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 715-90052 LUMP | 94000.00000 94000.00| 70000.00000 70000.00| 96392.00000 96392.00 LIFT STATION | | | 0020 715-92874 241.000 LFT | 300.00000 72300.00| 325.00000 78325.00| 275.00000 66275.00 PIPE ENCASEMENT | | | 0021 715-93404 731.000 LFT | 47.00000 34357.00| 60.00000 43860.00| 28.00000 20468.00 PIPE, PVC, SEWER, 8 IN. , SDR 35, | | | INCLUDES TRENCH OR BORE | | | 0022 720-44025 1.000 EACH | 700.00000 700.00| 350.00000 350.00| 1100.00000 1100.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0023 720-45410 5.000 EACH | 2900.00000 14500.00| 3400.00000 17000.00| 3850.00000 19250.00 MANHOLE, C4 | | | 0024 720-45510 2.000 EACH | 2200.00000 4400.00| 4000.00000 8000.00| 2900.00000 5800.00 MANHOLE, C4, MODIFIED | | | 0025 801-03290 2.000 EACH | 45.00000 90.00| 130.00000 260.00| 125.00000 250.00 CONSTRUCTION SIGN, C | | | 0026 801-04308 1.000 EACH | 250.00000 250.00| 225.00000 225.00| 200.00000 200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06624 2.000 EACH | 250.00000 500.00| 450.00000 900.00| 410.00000 820.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0028 801-06640 6.000 EACH | 85.00000 510.00| 110.00000 660.00| 100.00000 600.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 3700.00000 3700.00| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0030 801-07215 48.000 DAY | 62.50000 3000.00| 65.00000 3120.00| 62.00000 2976.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0031 807-02560 LUMP | 41658.00000 41658.00| 2750.00000 2750.00| 29500.00000 29500.00 ELECTRICAL WORK , GENERATOR, PANELS, | | | CONDUITS, AND WIRE | | | 0032 807-03694 LUMP | 2900.00000 2900.00| 20000.00000 20000.00| 38500.00000 38500.00 BUILDING ELECTRICAL | | | 0033 807-08214 50.000 LFT | 25.00000 1250.00| 5.25000 262.50| 70.00000 3500.00 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0034 807-87085 24.000 HRS | 65.00000 1560.00| 50.00000 1200.00| 56.00000 1344.00 ELECTRICIAN FOR ADDITIONAL WORK | | | SECTION TOTALS | $ 341,741.00| $ 341,746.00| $ 354,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 341,741.00| $ 341,746.00| $ 354,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 760 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,007.68 ROUTE : I-65 CALL ORDER : 760 CONTRACT ID : M -28187-A COUNTIES : CLARK LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-1256623 |( 8 ) 35-1004746 |( ) |LOUISVILLE PAVING CO. |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REST AREA MODERNIZATION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 3200.00000 3200.00| CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 110-01001 LUMP | 6000.00000 6000.00| 17500.00000 17500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 15000.00000 15000.00| 7400.00000 7400.00| CLEARING RIGHT OF WAY | | | 0005 203-02376 LUMP | 1000.00000 1000.00| 5922.00000 5922.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0006 205-06937 1500.000 LFT | 2.00000 3000.00| 1.50000 2250.00| TEMPORARY SILT FENCE | | | 0007 301-07448 120.000 TON | 25.00000 3000.00| 18.00000 2160.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 603-97461 500.000 LFT | 4.00000 2000.00| 9.00000 4500.00| TEMPORARY FENCE | | | 0009 603-99319 160.000 LFT | 25.00000 4000.00| 55.00000 8800.00| FENCE, CHAIN LINK, 84 IN. , INCLUDING | | | GATES | | | 0010 621-01004 1.000 EACH | 650.00000 650.00| 595.00000 595.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0011 621-02363 500.000 SYS | 2.00000 1000.00| 0.80000 400.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0012 621-06559 5200.000 SYS | 1.60000 8320.00| 0.35000 1820.00| MULCHED SEEDING, R | | | 0013 702-03607 2.000 EACH | 400.00000 800.00| 425.00000 850.00| CORED HOLE IN CONCRETE | | | 0014 702-90915 2.000 CYS | 600.00000 1200.00| 1300.00000 2600.00| CONCRETE, A | | | 0015 703-51030 75.000 LBS | 2.00000 150.00| 1.30000 97.50| REINFORCING STEEL | | | 0016 715-04503 228.000 LFT | 25.00000 5700.00| 7.00000 1596.00| PIPE, PVC, SHCEDULE 40, 3 IN., SLEEVE | | | 0017 715-06814 59.000 LFT | 32.00000 1888.00| 32.00000 1888.00| PIPE, SANITARY SEWER, 4 IN. | | | 0018 715-39010 309.000 LFT | 10.00000 3090.00| 30.00000 9270.00| PIPE, SEWER, 8 IN. , SDR 26 HEAVY WALL, | | | INCLUDES SKIDS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 760 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 393,007.68 ROUTE : I-65 CALL ORDER : 760 CONTRACT ID : M -28187-A COUNTIES : CLARK LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 61-1256623 |( 8 ) 35-1004746 |( ) |LOUISVILLE PAVING CO. |TEMPLE & TEMPLE EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 715-90052 LUMP | 63112.00000 63112.00| 71000.00000 71000.00| LIFT STATION | | | 0020 715-92874 241.000 LFT | 494.00000 119054.00| 288.00000 69408.00| PIPE ENCASEMENT | | | 0021 715-93404 731.000 LFT | 35.00000 25585.00| 64.00000 46784.00| PIPE, PVC, SEWER, 8 IN. , SDR 35, | | | INCLUDES TRENCH OR BORE | | | 0022 720-44025 1.000 EACH | 500.00000 500.00| 600.00000 600.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0023 720-45410 5.000 EACH | 2200.00000 11000.00| 2525.00000 12625.00| MANHOLE, C4 | | | 0024 720-45510 2.000 EACH | 1000.00000 2000.00| 3200.00000 6400.00| MANHOLE, C4, MODIFIED | | | 0025 801-03290 2.000 EACH | 150.00000 300.00| 126.00000 252.00| CONSTRUCTION SIGN, C | | | 0026 801-04308 1.000 EACH | 350.00000 350.00| 205.00000 205.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0027 801-06624 2.000 EACH | 350.00000 700.00| 420.00000 840.00| STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0028 801-06640 6.000 EACH | 150.00000 900.00| 105.00000 630.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 15000.00000 15000.00| 1700.00000 1700.00| MAINTAINING TRAFFIC | | | 0030 801-07215 48.000 DAY | 55.00000 2640.00| 65.00000 3120.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0031 807-02560 LUMP | 50000.00000 50000.00| 45200.00000 45200.00| ELECTRICAL WORK , GENERATOR, PANELS, | | | CONDUITS, AND WIRE | | | 0032 807-03694 LUMP | 16000.00000 16000.00| 38100.00000 38100.00| BUILDING ELECTRICAL | | | 0033 807-08214 50.000 LFT | 10.00000 500.00| 95.00000 4750.00| CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0034 807-87085 24.000 HRS | 65.00000 1560.00| 62.00000 1488.00| ELECTRICIAN FOR ADDITIONAL WORK | | | SECTION TOTALS | $ 370,000.00| $ 373,951.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 370,000.00| $ 373,951.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 770 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,849.00 ROUTE : VAR CALL ORDER : 770 CONTRACT ID : M -28202-A COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 268,949.00 100.0000% 2 35-2110733 SPECIALTIES COMPANY LLC $ 308,485.00 114.7002% 3 35-0821499 DREW, JAMES H. CORPORATION $ 417,712.40 155.3129% ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-2110733 |( 3 ) 35-0821499 |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL MAINTENANCE AND REPAIR | | | 0001 601-01838 500.000 EACH | 23.00000 11500.00| 28.00000 14000.00| 23.25000 11625.00 GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0002 601-03599 10.000 EACH | 160.00000 1600.00| 160.00000 1600.00| 232.50000 2325.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0003 601-05999 25.000 EACH | 45.00000 1125.00| 40.00000 1000.00| 40.00000 1000.00 CURVED TERMINAL END | | | 0004 601-52540 4.000 EACH | 1650.00000 6600.00| 1800.00000 7200.00| 2024.00000 8096.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | 0005 601-61340 200.000 EACH | 56.00000 11200.00| 75.00000 15000.00| 116.00000 23200.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0006 601-61390 25.000 EACH | 45.00000 1125.00| 45.00000 1125.00| 40.00000 1000.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0007 601-61400 10.000 EACH | 500.00000 5000.00| 500.00000 5000.00| 659.00000 6590.00 GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0008 601-61401 4.000 EACH | 650.00000 2600.00| 600.00000 2400.00| 739.00000 2956.00 GUARD RAIL BURIED END, STEEL, WITH | | | CONCRETE | | | 0009 601-61545 30.000 EACH | 25.00000 750.00| 30.00000 900.00| 35.00000 1050.00 GUARD RAIL POST, ALUMINUM, INSTALL | | | 0010 601-61550 4.000 EACH | 20.00000 80.00| 30.00000 120.00| 76.00000 304.00 GUARD RAIL TERMINAL END SECTION, | | | ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 770 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,849.00 ROUTE : VAR CALL ORDER : 770 CONTRACT ID : M -28202-A COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-2110733 |( 3 ) 35-0821499 |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 601-62070 12000.000 LFT | 7.75000 93000.00| 8.40000 100800.00| 10.00000 120000.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0012 601-62080 200.000 LFT | 10.50000 2100.00| 11.40000 2280.00| 13.80000 2760.00 GUARD RAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0013 601-62090 7000.000 LFT | 3.00000 21000.00| 4.40000 30800.00| 7.20000 50400.00 GUARD RAIL, STEEL BEAM, INSTALL | | | 0014 601-62100 400.000 EACH | 25.00000 10000.00| 30.00000 12000.00| 26.00000 10400.00 GUARD RAIL POST, STEEL, INSTALL | | | 0015 601-62110 3000.000 LFT | 2.95000 8850.00| 4.00000 12000.00| 7.50000 22500.00 GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0016 601-62150 30.000 EACH | 70.00000 2100.00| 100.00000 3000.00| 82.00000 2460.00 GUARD RAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0017 601-62450 3.000 EACH | 300.00000 900.00| 1000.00000 3000.00| 804.00000 2412.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | GALVANIZED, TOTAL | | | 0018 601-62460 5.000 EACH | 75.00000 375.00| 100.00000 500.00| 115.00000 575.00 GUARD RAIL ANCHOR CABLE ASSEMBLY, 0.75 | | | IN. | | | 0019 601-62480 5.000 EACH | 75.00000 375.00| 100.00000 500.00| 92.00000 460.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | POST OR ALTERNATE | | | 0020 601-62490 2.000 EACH | 75.00000 150.00| 100.00000 200.00| 92.00000 184.00 GUARD RAIL, A, BREAKAWAY CABLE TERMINAL | | | FOUNDATION POST | | | 0021 601-62510 4.000 EACH | 40.00000 160.00| 80.00000 320.00| 61.00000 244.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0022 601-62554 700.000 LFT | 2.95000 2065.00| 4.00000 2800.00| 6.25000 4375.00 GUARD RAIL, TUBING, ELLIPTICAL, | | | ALUMINUM, INSTALL | | | 0023 601-62580 35.000 EACH | 10.00000 350.00| 35.00000 1225.00| 35.00000 1225.00 GUARD RAIL SPLICE BAR, ALUMINUM | | | 0024 601-91197 150.000 EACH | 18.00000 2700.00| 25.00000 3750.00| 26.00000 3900.00 GUARD RAIL POST BRACKET, 15 LBS PER LFT | | | , ADJUSTABLE, 1 FT. 4.5 IN. | | | 0025 601-91426 2.000 EACH | 75.00000 150.00| 100.00000 200.00| 83.00000 166.00 GUARD RAIL TERMINAL END SECTION, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 770 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,849.00 ROUTE : VAR CALL ORDER : 770 CONTRACT ID : M -28202-A COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-2110733 |( 3 ) 35-0821499 |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0026 601-91504 4.000 EACH | 110.00000 440.00| 125.00000 500.00| 115.00000 460.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0027 601-91505 4.000 EACH | 78.00000 312.00| 100.00000 400.00| 76.50000 306.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0028 601-91511 4.000 EACH | 78.00000 312.00| 100.00000 400.00| 76.50000 306.00 GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0029 601-92271 300.000 EACH | 5.00000 1500.00| 12.00000 3600.00| 10.50000 3150.00 GUARD RAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY | | | 0030 601-93346 3.000 EACH | 70.00000 210.00| 100.00000 300.00| 82.00000 246.00 GUARD RAIL CONNECTOR, AS | | | 0031 601-94689 6.000 EACH | 3200.00000 19200.00| 3000.00000 18000.00| 2752.00000 16512.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-94689 6.000 EACH | 2600.00000 15600.00| 1800.00000 10800.00| 1524.00000 9144.00 GUARDRAIL END TREATMENT, OS ,SECTION 1 | | | 0033 601-94689 6.000 EACH | 1200.00000 7200.00| 1000.00000 6000.00| 1974.00000 11844.00 GUARDRAIL END TREATMENT, OS ,SECTION 2 | | | 0034 601-94689 6.000 EACH | 1200.00000 7200.00| 1000.00000 6000.00| 1974.00000 11844.00 GUARDRAIL END TREATMENT, OS ,SECTION 3 | | | 0035 601-94690 2.000 EACH | 4350.00000 8700.00| 4000.00000 8000.00| 4536.00000 9072.00 GUARDRAIL END TREATMENT, MS | | | 0036 601-94690 2.000 EACH | 3650.00000 7300.00| 2000.00000 4000.00| 2030.00000 4060.00 GUARDRAIL END TREATMENT, MS ,SECTION 1 | | | 0037 601-94690 2.000 EACH | 1600.00000 3200.00| 1500.00000 3000.00| 2630.00000 5260.00 GUARDRAIL END TREATMENT, MS ,SECTION 2 | | | 0038 601-94690 2.000 EACH | 1600.00000 3200.00| 1500.00000 3000.00| 2730.00000 5460.00 GUARDRAIL END TREATMENT, MS ,SECTION 3 | | | 0039 601-95972 10.000 EACH | 52.00000 520.00| 60.00000 600.00| 71.20000 712.00 GUARD RAIL POST (CRT), 8 IN.X 6 IN. | | | TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0040 601-97950 60.000 EACH | 12.00000 720.00| 14.00000 840.00| 16.50000 990.00 GUARD RAIL POST BRACKET, TREATED TIMBER | | | 6 IN. X 6 IN. | | | 0041 601-99108 200.000 LFT | 18.00000 3600.00| 22.00000 4400.00| 28.50000 5700.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0042 702-93722 7.000 CYS | 200.00000 1400.00| 1500.00000 10500.00| 5650.20000 39551.40 CONCRETE, C | | | 0043 711-93593 10.000 EACH | 18.00000 180.00| 20.00000 200.00| 25.30000 253.00 OFFSET BRACKET, STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 770 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 362,849.00 ROUTE : VAR CALL ORDER : 770 CONTRACT ID : M -28202-A COUNTIES : VARIOUS LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-2110733 |( 3 ) 35-0821499 |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC |DREW, JAMES H. CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 801-06775 LUMP | 100.00000 100.00| 700.00000 700.00| 1245.00000 1245.00 MAINTAINING TRAFFIC ,LOCATION 1 | | | 0045 801-06775 LUMP | 100.00000 100.00| 700.00000 700.00| 1245.00000 1245.00 MAINTAINING TRAFFIC ,LOCATION 2 | | | 0046 801-06775 LUMP | 100.00000 100.00| 700.00000 700.00| 1245.00000 1245.00 MAINTAINING TRAFFIC ,LOCATION 3 | | | 0047 801-06775 LUMP | 200.00000 200.00| 1100.00000 1100.00| 1400.00000 1400.00 MAINTAINING TRAFFIC ,LOCATION 4 | | | 0048 801-06775 LUMP | 200.00000 200.00| 1100.00000 1100.00| 1400.00000 1400.00 MAINTAINING TRAFFIC ,LOCATION 5 | | | 0049 801-06775 LUMP | 200.00000 200.00| 1100.00000 1100.00| 1400.00000 1400.00 MAINTAINING TRAFFIC ,LOCATION 6 | | | 0050 105-06904 1.000 EACH | 200.00000 200.00| 45.00000 45.00| 2000.00000 2000.00 PHONE(SUPERVISOR) | | | 0051 105-06906 12.000 MOS | 100.00000 1200.00| 65.00000 780.00| 225.00000 2700.00 CELLULAR SERVICE(SUPERVISOR) | | | SECTION TOTALS | $ 268,949.00| $ 308,485.00| $ 417,712.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 268,949.00| $ 308,485.00| $ 417,712.40 ====================================================================================================================================