INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,027.30 ROUTE : INST CALL ORDER : 620 CONTRACT ID : M -25877-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 57,871.42 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 59,628.92 103.0369% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 65,866.30 113.8149% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1065659 |(3) 35-0918397 |WALSH & KELLY |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 2900.00000 2900.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2000.00000 2000.00| 2980.00000 2980.00| 3250.00000 3250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 83.000 LFT | 10.00000 830.00| 8.00000 664.00| 9.00000 747.00 CURB, CONCRETE, REMOVE | | | 0005 202-52710 13.800 SYS | 20.00000 276.00| 19.00000 262.20| 19.00000 262.20 SIDEWALK, CONCRETE, REMOVE | | | 0006 202-60820 1200.000 SYS | 3.80000 4560.00| 4.50000 5400.00| 4.50000 5400.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 294.000 CYS | 15.00000 4410.00| 22.00000 6468.00| 20.50000 6027.00 EXCAVATION, COMMON | | | 0008 303-01180 232.000 TON | 17.00000 3944.00| 16.00000 3712.00| 40.00000 9280.00 COMPACTED AGGREGATE, 53 | | | 0009 402-07432 464.000 TON | 34.00000 15776.00| 25.00000 11600.00| 25.00000 11600.00 HMA TYPE A, SURFACE | | | 0010 402-07435 171.000 TON | 34.00000 5814.00| 23.00000 3933.00| 25.00000 4275.00 HMA TYPE A, INTERMEDIATE | | | 0011 406-05521 2108.000 SYS | 0.30000 632.40| 0.10000 210.80| 0.01000 21.08 ASPHALT FOR TACK COAT | | | 0012 604-06069 50.000 SYS | 30.00000 1500.00| 40.00000 2000.00| 20.00000 1000.00 CURB RAMP, CONCRETE , TYPE H | | | 0013 604-06070 2.000 SYS | 30.00000 60.00| 140.00000 280.00| 150.00000 300.00 SIDEWALK, CONCRETE | | | 0014 605-06150 60.000 LFT | 20.00000 1200.00| 38.00000 2280.00| 8.00000 480.00 CURB AND GUTTER, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,027.30 ROUTE : INST CALL ORDER : 620 CONTRACT ID : M -25877-A COUNTIES : ST. JOSEPH LETTING DATE : 11/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1065659 |(3) 35-0918397 |WALSH & KELLY |BROOKS CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-04815 1.000 EACH| 7645.00000 7645.00| 7645.00000 7645.00| 5000.00000 5000.00 DRYWELL , A2, 6.00 FT PERF. HEIGHT | | | 0016 801-06775 LUMP| 4000.00000 4000.00| 4861.00000 4861.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0017 808-06713 1297.000 LFT | 0.14000 181.58| 0.28000 363.16| 0.14000 181.58 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06723 2.000 EACH| 11.00000 22.00| 4.00000 8.00| 11.00000 22.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0019 808-75056 46.000 LFT | 0.14000 6.44| 0.56000 25.76| 0.14000 6.44 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 8 IN. | | | 0020 808-97222 2.000 EACH| 7.00000 14.00| 18.00000 36.00| 7.00000 14.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 57,871.42| $ 59,628.92| $ 65,866.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 57,871.42| $ 59,628.92| $ 65,866.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,367.94 ROUTE : SR 4 CALL ORDER : 640 CONTRACT ID : M -26582-A COUNTIES : STEUBEN LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/28/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 201,320.82 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 233,206.28 115.8381% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 293,975.49 146.0233% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, 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| 1000.00000 1000.00| 950.00000 950.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1500.00000 6000.00| 1520.00000 6080.00| 1400.00000 5600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 11650.00000 11650.00| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 26992.400 SYS | 0.66000 17814.98| 0.90000 24293.16| 0.75000 20244.30 SURFACE MILLING, ASPHALT | | | 0005 301-07448 736.000 TON | 10.00000 7360.00| 10.93000 8044.48| 17.00000 12512.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 303-07449 50.000 TON | 22.00000 1100.00| 17.99000 899.50| 30.00000 1500.00 COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07490 418.000 TON | 55.00000 22990.00| 56.08000 23441.44| 75.00000 31350.00 HMA PATCHING, TYPE B | | | 0008 304-07493 450.000 TON | 39.00000 17550.00| 33.28000 14976.00| 75.00000 33750.00 HMA WIDENING, TYPE B | | | 0009 401-07328 2407.000 TON | 31.00000 74617.00| 34.49000 83017.43| 40.00000 96280.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0010 402-07451 131.000 TON | 31.00000 4061.00| 31.89000 4177.59| 65.00000 8515.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 8.400 TON | 140.00000 1176.00| 225.00000 1890.00| 190.00000 1596.00 ASPHALT FOR TACK COAT | | | 0012 610-07487 468.000 TON | 40.00000 18720.00| 48.19000 22552.92| 80.00000 37440.00 HMA FOR APPROACHES, TYPE B | | | 0013 615-06520 2.000 EACH| 225.00000 450.00| 278.50000 557.00| 300.00000 600.00 MONUMENT, RE-ESTABLISH | | | 0014 720-44000 1.000 EACH| 100.00000 100.00| 447.00000 447.00| 200.00000 200.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 297,367.94 ROUTE : SR 4 CALL ORDER : 640 CONTRACT ID : M -26582-A COUNTIES : STEUBEN LETTING DATE : 11/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 35-1185040 |E & B PAVING, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06203 657.000 LFT | 0.20000 131.40| 0.10000 65.70| 0.50000 328.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 657.000 LFT | 1.00000 657.00| 0.72000 473.04| 1.00000 657.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 32.000 EACH| 81.00000 2592.00| 150.00000 4800.00| 100.00000 3200.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 7257.00000 7257.00| 14380.00000 14380.00| 15300.00000 15300.00 MAINTAINING TRAFFIC | | | 0019 802-91122 5.000 EACH| 245.00000 1225.00| 112.00000 560.00| 200.00000 1000.00 SIGN, GROUND MOUNTED, RESET | | | 0020 808-06695 492.000 LFT | 2.75000 1353.00| 0.20000 98.40| 1.10000 541.20 LINE, PAINT, SOLID, WHITE, 5 IN. FOR | | | PARKING STALLS | | | 0021 808-06713 10511.000 LFT | 0.12000 1261.32| 0.18000 1891.98| 0.35000 3678.85 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-75240 540.000 LFT | 0.75000 405.00| 0.35000 189.00| 0.50000 270.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0023 808-75245 13132.000 LFT | 0.01000 131.32| 0.35000 4596.20| 0.02000 262.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0024 808-75297 24.000 LFT | 5.50000 132.00| 5.75000 138.00| 12.50000 300.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75320 2.000 EACH| 81.00000 162.00| 65.00000 130.00| 110.00000 220.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0026 808-75325 2.000 EACH| 128.00000 256.00| 85.00000 170.00| 125.00000 250.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0027 808-75996 72.000 EACH| 6.65000 478.80| 3.02000 217.44| 10.00000 720.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 72.000 EACH| 32.50000 2340.00| 35.00000 2520.00| 30.00000 2160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 201,320.82| $ 233,206.28| $ 293,975.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 201,320.82| $ 233,206.28| $ 293,975.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 41,707.72 ROUTE : 103 121 32 CALL ORDER : 660 CONTRACT ID : M -26590-A COUNTIES : FRANKLIN MADISON LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT HENRY CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 300000P 300000R 300000S SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 38,998.98 100.0000% 2 35-1757738 NAAS & SONS INC. $ 55,321.18 141.8528% 3 35-1526557 MIDWEST MOLE, INC. $ 79,618.40 204.1550% 4 35-1817574 YARDBERRY LANDSCAPE $ 82,736.50 212.1504% 5 35-1357381 O'MARA, DAVE CONTRACTOR $ 119,469.00 306.3387% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1757738 |(3) 35-1526557 |B & P CONSTRUCTION |NAAS & SONS INC. |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| 2650.00000 2650.00| 2550.00000 2550.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 2000.00000 2000.00| 15225.00000 15225.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-94433 15.000 CYS | 30.00000 450.00| 40.00000 600.00| 55.00000 825.00 AGGREGATE, 12 | | | 0004 603-06040 100.000 LFT | 5.00000 500.00| 16.00000 1600.00| 21.00000 2100.00 FENCE, FARM FIELD, 47 IN. | | | 0005 616-02320 615.000 SYS | 2.00000 1230.00| 4.00000 2460.00| 2.00000 1230.00 GEOTEXTILES | | | 0006 616-06405 55.000 TON | 32.00000 1760.00| 25.00000 1375.00| 22.00000 1210.00 RIPRAP, REVETMENT | | | 0007 616-06451 25.000 TON | 30.00000 750.00| 28.00000 700.00| 25.00000 625.00 RIPRAP, UNIFORM | | | 0008 621-06559 20.000 SYS | 15.00000 300.00| 10.00000 200.00| 10.00000 200.00 MULCHED SEEDING, R | | | 0009 621-06560 13.600 SYS | 15.00000 204.00| 12.00000 163.20| 14.00000 190.40 MULCHED SEEDING, U | | | 0010 621-06570 52.000 CYS | 30.00000 1560.00| 25.00000 1300.00| 50.00000 2600.00 TOP SOIL | | | 0011 715-06858 50.000 LFT | 124.75000 6237.50| 105.00000 5250.00| 304.00000 15200.00 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0012 715-06859 48.000 LFT | 176.97000 8494.56| 135.50000 6504.00| 365.00000 17520.00 PIPE LINER, THERMOPLASTIC, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 660 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 41,707.72 ROUTE : 103 121 32 CALL ORDER : 660 CONTRACT ID : M -26590-A COUNTIES : FRANKLIN MADISON LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT HENRY SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1757738 |(3) 35-1526557 |B & P CONSTRUCTION |NAAS & SONS INC. |MIDWEST MOLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 715-06870 54.000 LFT | 140.98000 7612.92| 87.37000 4717.98| 403.00000 21762.00 PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0014 801-04308 6.000 EACH| 125.00000 750.00| 225.00000 1350.00| 130.00000 780.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-06640 36.000 EACH| 70.00000 2520.00| 108.50000 3906.00| 90.00000 3240.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 900.00000 900.00| 5800.00000 5800.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0017 801-07118 48.000 LFT | 7.00000 336.00| 8.00000 384.00| 16.00000 768.00 BARRICADE, III-A | | | 0018 801-07119 48.000 LFT | 8.00000 384.00| 9.00000 432.00| 16.00000 768.00 BARRICADE, III-B | | | 0019 804-06725 12.000 EACH| 30.00000 360.00| 67.00000 804.00| 50.00000 600.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | SECTION TOTALS | $ 38,998.98| $ 55,321.18| $ 79,618.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 38,998.98| $ 55,321.18| $ 79,618.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/26/02 PAGE : 660 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 41,707.72 ROUTE : 103 121 32 CALL ORDER : 660 CONTRACT ID : M -26590-A COUNTIES : FRANKLIN MADISON LETTING DATE : 11/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT HENRY SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1357381 | |YARDBERRY LANDSCAPE |O'MARA, DAVE CONTRACTOR | 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| 1000.00000 1000.00| 4900.00000 4900.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 3939.00000 3939.00| 5900.00000 5900.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-94433 15.000 CYS | 65.00000 975.00| 75.00000 1125.00| AGGREGATE, 12 | | | 0004 603-06040 100.000 LFT | 15.00000 1500.00| 12.00000 1200.00| FENCE, FARM FIELD, 47 IN. | | | 0005 616-02320 615.000 SYS | 4.50000 2767.50| 3.00000 1845.00| GEOTEXTILES | | | 0006 616-06405 55.000 TON | 50.00000 2750.00| 30.00000 1650.00| RIPRAP, REVETMENT | | | 0007 616-06451 25.000 TON | 60.00000 1500.00| 37.00000 925.00| RIPRAP, UNIFORM | | | 0008 621-06559 20.000 SYS | 5.00000 100.00| 72.00000 1440.00| MULCHED SEEDING, R | | | 0009 621-06560 13.600 SYS | 5.00000 68.00| 100.00000 1360.00| MULCHED SEEDING, U | | | 0010 621-06570 52.000 CYS | 50.00000 2600.00| 75.00000 3900.00| TOP SOIL | | | 0011 715-06858 50.000 LFT | 260.00000 13000.00| 499.00000 24950.00| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0012 715-06859 48.000 LFT | 385.00000 18480.00| 596.00000 28608.00| PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0013 715-06870 54.000 LFT | 304.00000 16416.00| 499.00000 26946.00| PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0014 801-04308 6.000 EACH| 247.50000 1485.00| 110.00000 660.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0015 801-06640 36.000 EACH| 120.00000 4320.00| 100.00000 3600.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 1600.00000 1600.00| 8900.00000 8900.00| MAINTAINING TRAFFIC | | | 0017 801-07118 48.000 LFT | 94.00000 4512.00| 10.00000 480.00| BARRICADE, III-A | | | 0018 801-07119 48.000 LFT | 100.00000 4800.00| 10.00000 480.00| BARRICADE, III-B | | | 0019 804-06725 12.000 EACH| 77.00000 924.00| 50.00000 600.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | SECTION TOTALS | $ 82,736.50| $ 119,469.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 82,736.50| $ 119,469.00| ====================================================================================================================================