INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,815.00 ROUTE : CAMP SUMMIT ROAD CALL ORDER : 490 CONTRACT ID : M -25876-A COUNTIES : LAPORTE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 48,885.34 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 49,986.50 102.2525% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 500.00000 500.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 2390.00000 2390.00| 4000.00000 4000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 203-02000 515.000 CYS | 25.80000 13287.00| 20.00000 10300.00| EXCAVATION, COMMON | | | 0004 303-52308 613.000 TON | 20.00000 12260.00| 20.00000 12260.00| COMPACTED AGGREGATE, O, 53 | | | 0005 402-05474 284.000 TON | 40.76000 11575.84| 45.00000 12780.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0006 402-05477 131.000 TON | 60.00000 7860.00| 64.00000 8384.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0007 406-05520 0.570 TON | 450.00000 256.50| 250.00000 142.50| ASPHALT FOR TACK COAT | | | 0008 801-06640 4.000 EACH| 64.00000 256.00| 55.00000 220.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 500.00000 500.00| 900.00000 900.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 48,885.34| $ 49,986.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 48,885.34| $ 49,986.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 498 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,300.27 ROUTE : 236 CALL ORDER : 498 CONTRACT ID : M -26090-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 365,128.37 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 415,023.00 113.6649% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL, ASPHALT | | | 0001 105-07038 3.000 MOS | 1995.00000 5985.00| 2292.00000 6876.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 17235.00000 17235.00| 15830.00000 15830.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1720.000 SYS | 4.60000 7912.00| 5.00000 8600.00| SURFACE MILLING, ASPHALT | | | 0004 303-52308 1030.000 TON | 17.00000 17510.00| 25.20000 25956.00| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 250.000 TON | 81.29000 20322.50| 110.00000 27500.00| HMA FOR PATCHING | | | 0006 402-05495 6700.000 TON | 33.93000 227331.00| 38.47000 257749.00| HMA WEDGE AND LEVEL | | | 0007 406-05520 22.000 TON | 221.57000 4874.54| 175.00000 3850.00| ASPHALT FOR TACK COAT | | | 0008 608-04395 10.000 TON | 122.71000 1227.10| 200.00000 2000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0009 610-05527 330.000 TON | 84.55000 27901.50| 89.60000 29568.00| HMA FOR APPROACHES | | | 0010 615-06505 3.000 EACH| 875.01000 2625.03| 897.00000 2691.00| MONUMENT, B | | | 0011 801-06207 3012.000 LFT | 1.86000 5602.32| 1.00000 3012.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 21.000 EACH| 44.10000 926.10| 100.00000 2100.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 11891.80000 11891.80| 13371.00000 13371.00| MAINTAINING TRAFFIC | | | 0014 808-06706 106.000 LFT | 3.68000 390.08| 6.00000 636.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 498 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,300.27 ROUTE : 236 CALL ORDER : 498 CONTRACT ID : M -26090-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 10000.000 LFT | 0.08000 800.00| 0.10000 1000.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 84000.000 LFT | 0.07000 5880.00| 0.10000 8400.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 30000.000 LFT | 0.07000 2100.00| 0.10000 3000.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75996 824.000 EACH| 5.60000 4614.40| 3.50000 2884.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 365,128.37| $ 415,023.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 365,128.37| $ 415,023.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 506 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,076.74 ROUTE : US 50 CALL ORDER : 506 CONTRACT ID : M -26092-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1568035 HOLMAN EXCAVATING $ 8,830.01 100.0000% 2 35-1874009 HAUER EXCAVATING $ 10,849.80 122.8741% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 13,350.00 151.1889% 4 35-1817574 YARDBERRY LANDSCAPE $ 19,182.00 217.2364% 5 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 20,924.60 236.9714% 6 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 21,780.00 246.6588% 7 35-1991044 JOHNSON COMPANY INC. $ 38,828.00 439.7277% 8 35-1636776 LINKEL COMPANY $ 60,000.00 679.5009% ==================================================================================================================================== |(1) 35-1568035 |(2) 35-1874009 |(3) 35-1357381 |HOLMAN EXCAVATING |HAUER EXCAVATING |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 400.00000 400.00| 900.00000 900.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 3480.00000 3480.00| 7300.00000 7300.00| 6325.50000 6325.50 HOUSES AND BUILDINGS, REMOVE | | | 0003 202-03135 2.320 m2 | 1077.59000 2500.01| 150.86000 350.00| 700.00000 1624.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 203-02070 170.000 m3 | 5.00000 850.00| 12.94000 2199.80| 17.65000 3000.50 BORROW | | | 0005 621-06560 200.000 m2 | 4.00000 800.00| 2.00000 400.00| 3.00000 600.00 MULCHED SEEDING, U | | | 0006 801-06775 LUMP| 200.00000 200.00| 200.00000 200.00| 900.00000 900.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 8,830.01| $ 10,849.80| $ 13,350.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,830.01| $ 10,849.80| $ 13,350.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 506 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,076.74 ROUTE : US 50 CALL ORDER : 506 CONTRACT ID : M -26092-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-2032723 |(6) 35-2070195 |YARDBERRY LANDSCAPE |L M S ENVIRONMENTAL CONTRACT|ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 2142.00000 2142.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 13000.00000 13000.00| 12179.00000 12179.00| 8500.00000 8500.00 HOUSES AND BUILDINGS, REMOVE | | | 0003 202-03135 2.320 m2 | 100.00000 232.00| 843.75000 1957.50| 250.00000 580.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 203-02070 170.000 m3 | 25.00000 4250.00| 19.53000 3320.10| 60.00000 10200.00 BORROW | | | 0005 621-06560 200.000 m2 | 1.00000 200.00| 3.84000 768.00| 5.00000 1000.00 MULCHED SEEDING, U | | | 0006 801-06775 LUMP| 500.00000 500.00| 558.00000 558.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 19,182.00| $ 20,924.60| $ 21,780.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,182.00| $ 20,924.60| $ 21,780.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 506 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,076.74 ROUTE : US 50 CALL ORDER : 506 CONTRACT ID : M -26092-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1991044 |(8) 35-1636776 | |JOHNSON COMPANY INC. |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 29000.00000 29000.00| 35000.00000 35000.00| HOUSES AND BUILDINGS, REMOVE | | | 0003 202-03135 2.320 m2 | 400.00000 928.00| 1000.00000 2320.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0004 203-02070 170.000 m3 | 20.00000 3400.00| 100.00000 17000.00| BORROW | | | 0005 621-06560 200.000 m2 | 10.00000 2000.00| 10.00000 2000.00| MULCHED SEEDING, U | | | 0006 801-06775 LUMP| 2000.00000 2000.00| 2180.00000 2180.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 38,828.00| $ 60,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 38,828.00| $ 60,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 512 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 296,338.97 ROUTE : 37 CALL ORDER : 512 CONTRACT ID : M -26101-A COUNTIES : MONROE LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 143,102.00 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 147,556.66 103.1129% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-0999231 | |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT PATCHING, CONCRETE AND CONCRETE GRINDING | | | 0001 110-01001 LUMP| 30000.00000 30000.00| 7000.00000 7000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-05441 22333.330 SYS | 2.94000 65659.99| 5.16000 115239.98| GRIND CONCRETE PAVEMENT | | | 0003 506-06333 64.000 SYS | 150.00000 9600.00| 150.00000 9600.00| PCCP PATCHING, FULL DEPTH | | | 0004 801-06207 5122.250 LFT | 1.80000 9220.05| 1.06000 5429.59| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0005 801-06640 11.000 EACH| 70.00000 770.00| 85.00000 935.00| CONSTRUCTION SIGN, A | | | 0006 801-06775 LUMP| 25499.96000 25499.96| 7000.09000 7000.09| MAINTAINING TRAFFIC | | | 0010 808-06713 8700.000 LFT | 0.12000 1044.00| 0.12000 1044.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0011 808-06712 8700.000 LFT | 0.12000 1044.00| 0.12000 1044.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0012 808-06711 2200.000 LFT | 0.12000 264.00| 0.12000 264.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | SECTION TOTALS | $ 143,102.00| $ 147,556.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 143,102.00| $ 147,556.66| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 518 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 782,524.06 ROUTE : 218, 31 CALL ORDER : 518 CONTRACT ID : M -26106-B COUNTIES : MIAMI LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/20/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 784,138.43 100.0000% ==================================================================================================================================== |(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 EXTEND LEFT TURN LANE | | | 0001 105-06845 LUMP| 14200.00000 14200.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1600.00000 9600.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 39500.00000 39500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02274 97.000 LFT | 8.00000 776.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0005 202-02278 200.000 LFT | 8.00000 1600.00| | CURB, CONCRETE, REMOVE | | | 0006 202-02772 3.000 EACH| 300.00000 900.00| | CASTING, REMOVE | | | 0007 202-60820 39282.400 SYS | 1.40000 54995.36| | SURFACE MILLING, ASPHALT | | | 0008 202-74035 1.000 EACH| 100.00000 100.00| | SIGN, REMOVE | | | 0009 203-90014 30.600 STA | 1000.00000 30600.00| | LINEAR GRADING | | | 0010 303-04075 672.840 TON | 16.00000 10765.44| | COMPACTED AGGREGATE, O, 73 | | | 0011 303-52308 70.500 TON | 25.00000 1762.50| | COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 216.000 TON | 75.00000 16200.00| | HMA FOR PATCHING | | | 0013 305-05206 3667.500 TON | 46.00000 168705.00| | WIDENING WITH HMA | | | 0014 401-05467 3105.000 LFT | 4.00000 12420.00| | MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 518 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 782,524.06 ROUTE : 218, 31 CALL ORDER : 518 CONTRACT ID : M -26106-B COUNTIES : MIAMI LETTING DATE : 05/21/02 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 402-05477 2641.430 TON | 43.00000 113581.49| | HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05495 3650.000 TON | 43.00000 156950.00| | HMA WEDGE AND LEVEL | | | 0017 406-05520 16.550 TON | 140.00000 2317.00| | ASPHALT FOR TACK COAT | | | 0018 605-06140 97.000 LFT | 33.00000 3201.00| | CURB AND GUTTER, CONCRETE | | | 0019 605-94811 1.000 EACH| 800.00000 800.00| | CURB TURNOUT | | | 0020 610-05527 388.000 TON | 80.00000 31040.00| | HMA FOR APPROACHES | | | 0021 615-06520 5.000 EACH| 300.00000 1500.00| | MONUMENT, RE-ESTABLISH | | | 0022 621-01004 4.000 EACH| 300.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 1.100 TON | 892.00000 981.20| | FERTILIZER | | | 0024 621-06553 430.200 LBS | 4.70000 2021.94| | SEED MIXTURE, R | | | 0025 621-06565 5.100 TON | 681.00000 3473.10| | MULCHING MATERIAL | | | 0026 720-01894 3.000 EACH| 600.00000 1800.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0027 720-44000 7.000 EACH| 500.00000 3500.00| | CASTING, ADJUST TO GRADE | | | 0028 801-06203 910.000 LFT | 1.00000 910.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 2307.000 LFT | 1.00000 2307.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 70.000 EACH| 170.00000 11900.00| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 50000.00000 50000.00| | MAINTAINING TRAFFIC | | | 0032 802-91122 5.000 EACH| 250.00000 1250.00| | SIGN, GROUND MOUNTED, RESET | | | 0033 804-06771 32.000 EACH| 50.00000 1600.00| | DELINEATOR POST, FLEXIBLE | | | 0034 804-97955 5.000 EACH| 25.00000 125.00| | DELINEATOR POST, FLEXIBLE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 518 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 782,524.06 ROUTE : 218, 31 CALL ORDER : 518 CONTRACT ID : M -26106-B COUNTIES : MIAMI LETTING DATE : 05/21/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 805-78470 495.000 LFT | 0.40000 198.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 805-78795 165.000 LFT | 11.50000 1897.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0037 805-92951 1.000 EACH| 280.00000 280.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0038 808-06703 3055.000 LFT | 0.40000 1222.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0039 808-06705 85.000 LFT | 2.00000 170.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0040 808-06712 432.000 LFT | 0.20000 86.40| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0041 808-06713 48821.000 LFT | 0.20000 9764.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-06714 28789.000 LFT | 0.20000 5757.80| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0043 808-75215 30.000 LFT | 5.00000 150.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0044 808-75240 3300.000 LFT | 0.40000 1320.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0045 808-75245 14715.000 LFT | 0.40000 5886.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0046 808-75297 44.500 LFT | 5.00000 222.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0047 808-75300 184.000 LFT | 3.00000 552.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0048 808-75320 12.000 EACH| 70.00000 840.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 12.000 EACH| 100.00000 1200.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 808-75998 67.000 EACH| 30.00000 2010.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 784,138.43| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 784,138.43| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 113,448.66 ROUTE : 5, 120 CALL ORDER : 520 CONTRACT ID : M -26107-A COUNTIES : LAGRANGE LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 200000K 200000P SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 97,967.10 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 99,999.00 102.0740% 3 62-1492793 API CONSTRUCTION CORP. $ 121,254.50 123.7706% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 123,666.25 126.2324% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 62-1492793 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 110-01001 LUMP| 4995.00000 4995.00| 4999.00000 4999.00| 7500.00000 7500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1040.000 SYS | 3.44000 3577.60| 4.00000 4160.00| 2.50000 2600.00 SURFACE MILLING, ASPHALT | | | 0003 303-04075 200.000 TON | 19.00000 3800.00| 12.00000 2400.00| 20.00000 4000.00 COMPACTED AGGREGATE, O, 73 | | | 0004 303-52308 70.000 TON | 16.00000 1120.00| 12.00000 840.00| 20.00000 1400.00 COMPACTED AGGREGATE, O, 53 | | | 0005 305-05206 170.000 TON | 47.50000 8075.00| 41.25000 7012.50| 65.00000 11050.00 WIDENING WITH HMA | | | 0006 402-05477 325.000 TON | 33.00000 10725.00| 37.00000 12025.00| 39.00000 12675.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 1575.000 TON | 30.00000 47250.00| 31.50000 49612.50| 39.00000 61425.00 HMA WEDGE AND LEVEL | | | 0008 406-05520 6.500 TON | 200.00000 1300.00| 125.00000 812.50| 150.00000 975.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 105.000 TON | 40.00000 4200.00| 45.00000 4725.00| 50.00000 5250.00 HMA FOR APPROACHES | | | 0010 615-06490 3.000 EACH| 210.00000 630.00| 175.00000 525.00| 400.00000 1200.00 RIGHT OF WAY MARKER | | | 0011 615-06525 1.000 EACH| 160.00000 160.00| 175.00000 175.00| 400.00000 400.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0012 621-01004 1.000 EACH| 585.00000 585.00| 585.00000 585.00| 100.00000 100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 325.000 SYS | 2.84000 923.00| 2.84000 923.00| 0.50000 162.50 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 113,448.66 ROUTE : 5, 120 CALL ORDER : 520 CONTRACT ID : M -26107-A COUNTIES : LAGRANGE LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 62-1492793 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06207 730.000 LFT | 2.35000 1715.50| 0.80000 584.00| 0.50000 365.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 26.000 EACH| 52.00000 1352.00| 175.00000 4550.00| 52.00000 1352.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 3874.00000 3874.00| 1734.75000 1734.75| 6920.00000 6920.00 MAINTAINING TRAFFIC | | | 0017 808-03178 3.000 EACH| 190.00000 570.00| 1.25000 3.75| 190.00000 570.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0018 808-06712 1650.000 LFT | 0.08000 132.00| 0.12000 198.00| 0.08000 132.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 14700.000 LFT | 0.08000 1176.00| 0.12000 1764.00| 0.08000 1176.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 2375.000 LFT | 0.08000 190.00| 0.12000 285.00| 0.08000 190.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75067 30.000 LFT | 10.40000 312.00| 16.00000 480.00| 10.40000 312.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75996 15.000 EACH| 12.00000 180.00| 7.00000 105.00| 25.00000 375.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 15.000 EACH| 75.00000 1125.00| 100.00000 1500.00| 75.00000 1125.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 97,967.10| $ 99,999.00| $ 121,254.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 97,967.10| $ 99,999.00| $ 121,254.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 520 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 113,448.66 ROUTE : 5, 120 CALL ORDER : 520 CONTRACT ID : M -26107-A COUNTIES : LAGRANGE LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 110-01001 LUMP| 6000.00000 6000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1040.000 SYS | 8.50000 8840.00| | SURFACE MILLING, ASPHALT | | | 0003 303-04075 200.000 TON | 23.00000 4600.00| | COMPACTED AGGREGATE, O, 73 | | | 0004 303-52308 70.000 TON | 23.00000 1610.00| | COMPACTED AGGREGATE, O, 53 | | | 0005 305-05206 170.000 TON | 60.00000 10200.00| | WIDENING WITH HMA | | | 0006 402-05477 325.000 TON | 44.00000 14300.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 1575.000 TON | 36.00000 56700.00| | HMA WEDGE AND LEVEL | | | 0008 406-05520 6.500 TON | 225.00000 1462.50| | ASPHALT FOR TACK COAT | | | 0009 610-05527 105.000 TON | 65.00000 6825.00| | HMA FOR APPROACHES | | | 0010 615-06490 3.000 EACH| 450.00000 1350.00| | RIGHT OF WAY MARKER | | | 0011 615-06525 1.000 EACH| 225.00000 225.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0012 621-01004 1.000 EACH| 700.00000 700.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 325.000 SYS | 3.25000 1056.25| | MULCHED SEEDING, R | | | 0014 801-06207 730.000 LFT | 1.25000 912.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 26.000 EACH| 60.00000 1560.00| | CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0017 808-03178 3.000 EACH| 200.00000 600.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0018 808-06712 1650.000 LFT | 0.10000 165.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 520 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 113,448.66 ROUTE : 5, 120 CALL ORDER : 520 CONTRACT ID : M -26107-A COUNTIES : LAGRANGE LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 808-06713 14700.000 LFT | 0.10000 1470.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 2375.000 LFT | 0.10000 237.50| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75067 30.000 LFT | 12.50000 375.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75996 15.000 EACH| 8.50000 127.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 15.000 EACH| 90.00000 1350.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 123,666.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 123,666.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 532 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,500.00 ROUTE : I-74 CALL ORDER : 532 CONTRACT ID : M -26133-A COUNTIES : DEARBORN LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 500000H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 14,699.50 100.0000% 2 35-1636776 LINKEL COMPANY $ 15,000.00 102.0442% 3 35-1991044 JOHNSON COMPANY INC. $ 19,508.50 132.7153% 4 35-1817574 YARDBERRY LANDSCAPE $ 29,290.00 199.2584% 5 35-2064912 B & P CONSTRUCTION $ 39,450.00 268.3764% 6 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 43,600.00 296.6087% 7 35-1549010 MCALISTER EXCAVATING CO $ 45,225.00 307.6635% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1636776 |(3) 35-1991044 |ALPHA EXCAVATING & LANDSCAPI|LINKEL COMPANY |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 7190.00000 7190.00| 2500.00000 2500.00| 1500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 7500.00000 7500.00| 10050.00000 10050.00| 16000.00000 16000.00 DEBRIS, REMOVE | | | 0003 801-06640 12.000 EACH| 0.50000 6.00| 100.00000 1200.00| 0.50000 6.00 CONSTRUCTION SIGN, A | | | 0004 801-06710 5.000 DAY | 0.50000 2.50| 50.00000 250.00| 0.50000 2.50 FLASHING ARROW SIGN | | | 0005 801-06775 LUMP| 1.00000 1.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 14,699.50| $ 15,000.00| $ 19,508.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,699.50| $ 15,000.00| $ 19,508.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 532 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,500.00 ROUTE : I-74 CALL ORDER : 532 CONTRACT ID : M -26133-A COUNTIES : DEARBORN LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-2064912 |(6) 35-2032723 |YARDBERRY LANDSCAPE |B & P CONSTRUCTION |L M S ENVIRONMENTAL CONTRACT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 1400.00000 1400.00| 6000.00000 6000.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 24000.00000 24000.00| 30000.00000 30000.00| 36000.00000 36000.00 DEBRIS, REMOVE | | | 0003 801-06640 12.000 EACH| 95.00000 1140.00| 50.00000 600.00| 50.00000 600.00 CONSTRUCTION SIGN, A | | | 0004 801-06710 5.000 DAY | 50.00000 250.00| 70.00000 350.00| 100.00000 500.00 FLASHING ARROW SIGN | | | 0005 801-06775 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 29,290.00| $ 39,450.00| $ 43,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,290.00| $ 39,450.00| $ 43,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 532 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,500.00 ROUTE : I-74 CALL ORDER : 532 CONTRACT ID : M -26133-A COUNTIES : DEARBORN LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1549010 | | |MCALISTER EXCAVATING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 2150.00000 2150.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 37500.00000 37500.00| | DEBRIS, REMOVE | | | 0003 801-06640 12.000 EACH| 100.00000 1200.00| | CONSTRUCTION SIGN, A | | | 0004 801-06710 5.000 DAY | 75.00000 375.00| | FLASHING ARROW SIGN | | | 0005 801-06775 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 45,225.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,225.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 542 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 246 CALL ORDER : 542 CONTRACT ID : M -26201-A COUNTIES : VIGO LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 48,451.75 100.0000% 2 35-1526557 MIDWEST MOLE, INC. $ 54,153.00 111.7668% 3 35-1817574 YARDBERRY LANDSCAPE $ 64,777.85 133.6955% 4 35-1801998 CLR, INC. $ 95,520.00 197.1445% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 562 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 290,000.00 ROUTE : SR 57 CALL ORDER : 562 CONTRACT ID : M -26248-A COUNTIES : GIBSON PIKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 289,900.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 487,155.00 168.0424% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA WEDGE AND LEVEL | | | 0001 105-07038 3.000 MOS | 1350.00000 4050.00| 1450.00000 4350.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 14400.00000 14400.00| 24300.00000 24300.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-52308 750.000 TON | 20.00000 15000.00| 26.00000 19500.00| COMPACTED AGGREGATE, O, 53 | | | 0004 305-05204 1200.000 TON | 90.00000 108000.00| 170.00000 204000.00| HMA FOR PATCHING | | | 0005 402-05490 561.000 TON | 42.00000 23562.00| 50.00000 28050.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0006 402-05495 2244.000 TON | 42.00000 94248.00| 50.00000 112200.00| HMA WEDGE AND LEVEL | | | 0007 405-05517 23.000 TON | 300.00000 6900.00| 225.00000 5175.00| ASPHALT FOR PRIME COAT | | | 0008 406-05520 8.000 TON | 150.00000 1200.00| 170.00000 1360.00| ASPHALT FOR TACK COAT | | | 0009 801-06203 1100.000 LFT | 0.55000 605.00| 4.00000 4400.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0010 801-06640 47.000 EACH| 60.00000 2820.00| 60.00000 2820.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 12115.00000 12115.00| 72000.00000 72000.00| MAINTAINING TRAFFIC | | | 0012 808-75996 250.000 EACH| 4.00000 1000.00| 10.00000 2500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0013 808-75998 250.000 EACH| 24.00000 6000.00| 26.00000 6500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 289,900.00| $ 487,155.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,900.00| $ 487,155.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 572 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 193,950.70 ROUTE : I-469 CALL ORDER : 572 CONTRACT ID : M -26275-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/28/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 137,670.11 100.0000% 2 35-1139301 E & B PAVING, INC. $ 143,098.04 103.9427% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 4.000 MOS | 750.00000 3000.00| 800.00000 3200.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 6880.00000 6880.00| 7100.00000 7100.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 4480.000 SYS | 0.20000 896.00| 1.00000 4480.00| SURFACE MILLING, ASPHALT | | | 0004 303-04075 533.000 TON | 14.40000 7675.20| 10.00000 5330.00| COMPACTED AGGREGATE, O, 73 | | | 0005 305-05204 42.000 TON | 72.65000 3051.30| 80.00000 3360.00| HMA FOR PATCHING | | | 0006 305-60400 21.000 TON | 5.00000 105.00| 20.00000 420.00| COMPACTED AGGREGATE FOR PATCHING | | | 0007 402-05477 2440.000 TON | 27.95000 68198.00| 36.00000 87840.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0008 406-05520 8.000 TON | 182.80000 1462.40| 150.00000 1200.00| ASPHALT FOR TACK COAT | | | 0009 608-04395 5.000 TON | 64.05000 320.25| 105.00000 525.00| AGGREGATE FOR SHOULDER DRAINS | | | 0010 801-06203 15656.000 LFT | 0.05000 782.80| 0.01000 156.56| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0011 801-06207 15656.000 LFT | 0.10000 1565.60| 0.10000 1565.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 16.000 EACH| 80.00000 1280.00| 80.00000 1280.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 33820.00000 33820.00| 18300.00000 18300.00| MAINTAINING TRAFFIC | | | 0014 808-06705 904.000 LFT | 1.25000 1130.00| 0.95000 858.80| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 572 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 193,950.70 ROUTE : I-469 CALL ORDER : 572 CONTRACT ID : M -26275-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 8038.000 LFT | 0.06000 482.28| 0.09000 723.42| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-06714 7618.000 LFT | 0.06000 457.08| 0.09000 685.62| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 44.000 LFT | 15.00000 660.00| 8.50000 374.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0018 808-75320 13.000 EACH| 65.00000 845.00| 60.00000 780.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0019 808-75996 192.000 EACH| 2.35000 451.20| 5.62000 1079.04| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 192.000 EACH| 24.00000 4608.00| 20.00000 3840.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 137,670.11| $ 143,098.04| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 137,670.11| $ 143,098.04| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 582 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,638.88 ROUTE : 912 CALL ORDER : 582 CONTRACT ID : M -26276-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 40 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. $ 274,338.75 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 289,659.55 105.5846% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 348,427.00 127.0061% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE IMPROVEMENT | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 8250.00000 8250.00| 3600.00000 3600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 2500.00000 15000.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 13100.00000 13100.00| 14500.00000 14500.00| 17350.00000 17350.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 50.000 SYS | 10.12000 506.00| 50.00000 2500.00| 16.00000 800.00 PAVEMENT, REMOVE | | | 0005 202-02278 240.000 LFT | 5.07000 1216.80| 4.90000 1176.00| 3.50000 840.00 CURB, CONCRETE, REMOVE | | | 0006 202-60820 170.000 SYS | 8.00000 1360.00| 5.95000 1011.50| 15.00000 2550.00 SURFACE MILLING, ASPHALT | | | 0007 202-60822 1010.000 SYS | 10.91000 11019.10| 6.95000 7019.50| 5.00000 5050.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 202-74035 3.000 EACH| 30.00000 90.00| 30.00000 90.00| 35.00000 105.00 SIGN, REMOVE | | | 0009 202-94954 300.000 LFT | 12.00000 3600.00| 29.85000 8955.00| 12.00000 3600.00 BARRIER WALL, CONCRETE, REMOVE | | | 0010 203-02000 30.000 CYS | 25.00000 750.00| 43.00000 1290.00| 35.00000 1050.00 EXCAVATION, COMMON | | | 0011 203-90014 2.000 STA | 600.00000 1200.00| 900.00000 1800.00| 4000.00000 8000.00 LINEAR GRADING | | | 0012 211-02050 90.000 CYS | 20.00000 1800.00| 30.00000 2700.00| 7.00000 630.00 B BORROW | | | 0013 303-04075 200.000 TON | 20.00000 4000.00| 17.45000 3490.00| 20.00000 4000.00 COMPACTED AGGREGATE, O, 73 ,SHOULDER | | | 0014 305-05206 1400.000 TON | 35.00000 49000.00| 34.35000 48090.00| 44.00000 61600.00 WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 582 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,638.88 ROUTE : 912 CALL ORDER : 582 CONTRACT ID : M -26276-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 900.000 TON | 40.00000 36000.00| 38.75000 34875.00| 40.00000 36000.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05494 990.000 LFT | 4.00000 3960.00| 7.00000 6930.00| 7.20000 7128.00 HMA RUMBLE STRIPS | | | 0017 406-05520 3.500 TON | 250.00000 875.00| 500.00000 1750.00| 350.00000 1225.00 ASPHALT FOR TACK COAT | | | 0018 601-01522 1.000 EACH| 1300.00000 1300.00| 1300.00000 1300.00| 2000.00000 2000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-04746 1.000 EACH| 8100.00000 8100.00| 8100.00000 8100.00| 8765.00000 8765.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-06035 175.000 LFT | 13.75000 2406.25| 13.75000 2406.25| 28.00000 4900.00 GUARDRAIL, RESET | | | 0021 601-61390 1.000 EACH| 29.00000 29.00| 29.00000 29.00| 54.00000 54.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0022 601-99105 175.000 LFT | 14.50000 2537.50| 14.50000 2537.50| 17.00000 2975.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 602-06646 1050.000 LFT | 25.00000 26250.00| 19.85000 20842.50| 15.00000 15750.00 TEMPORARY CONCRETE BARRIER | | | 0024 602-96026 605.000 LFT | 45.16000 27321.80| 64.00000 38720.00| 160.00000 96800.00 BARRIER, CONCRETE, I | | | 0025 603-06040 50.000 LFT | 21.00000 1050.00| 21.00000 1050.00| 21.00000 1050.00 FENCE, FARM FIELD, 47 IN. | | | 0026 610-05527 7.000 TON | 70.00000 490.00| 100.00000 700.00| 110.00000 770.00 HMA FOR APPROACHES | | | 0027 706-05732 1.000 EACH| 3000.00000 3000.00| 1800.00000 1800.00| 2000.00000 2000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0028 715-05118 515.000 LFT | 50.00000 25750.00| 30.00000 15450.00| 28.00000 14420.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0029 720-90768 1.000 EACH| 1600.00000 1600.00| 3185.00000 3185.00| 1600.00000 1600.00 CATCH BASIN, S14 | | | 0030 720-91250 1.000 EACH| 2500.00000 2500.00| 1775.00000 1775.00| 1300.00000 1300.00 INLET, E2 | | | 0031 801-01093 1.000 EACH| 925.00000 925.00| 600.00000 600.00| 1100.00000 1100.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0032 801-06207 200.000 LFT | 1.70000 340.00| 0.90000 180.00| 0.90000 180.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 16.000 EACH| 89.00000 1424.00| 74.00000 1184.00| 100.00000 1600.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 582 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 506,638.88 ROUTE : 912 CALL ORDER : 582 CONTRACT ID : M -26276-A COUNTIES : LAKE LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 35-0918397 |WALSH & KELLY |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06710 60.000 DAY | 16.00000 960.00| 15.00000 900.00| 20.00000 1200.00 FLASHING ARROW SIGN | | | 0035 801-06775 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 5100.00000 5100.00 MAINTAINING TRAFFIC | | | 0036 801-09133 2.000 EACH| 2500.00000 5000.00| 3000.00000 6000.00| 2800.00000 5600.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0037 802-03706 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 300.00000 300.00 SIGN PANEL, INSTALL | | | 0039 805-02327 2.000 EACH| 280.00000 560.00| 280.00000 560.00| 330.00000 660.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0040 805-02503 740.000 LFT | 0.30000 222.00| 0.30000 222.00| 0.35000 259.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0041 808-03002 500.000 LFT | 0.65000 325.00| 0.65000 325.00| 0.80000 400.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0042 808-03631 6500.000 LFT | 0.65000 4225.00| 0.65000 4225.00| 0.80000 5200.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0043 808-03632 1500.000 LFT | 0.65000 975.00| 0.65000 975.00| 0.80000 1200.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0044 808-06716 300.000 LFT | 1.75000 525.00| 0.40000 120.00| 1.30000 390.00 LINE, REMOVE | | | 0045 808-74805 40.000 LFT | 32.00000 1280.00| 32.00000 1280.00| 30.00000 1200.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0046 808-75272 270.000 LFT | 4.50000 1215.00| 4.50000 1215.00| 5.00000 1350.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | | 0047 808-75998 28.000 EACH| 58.00000 1624.00| 58.00000 1624.00| 62.00000 1736.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0048 805-78795 250.000 LFT | 9.10000 2275.00| 9.10000 2275.00| 10.00000 2500.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0049 802-76035 27.000 SFT | 14.90000 402.30| 14.90000 402.30| 20.00000 540.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | SECTION TOTALS | $ 274,338.75| $ 289,659.55| $ 348,427.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 274,338.75| $ 289,659.55| $ 348,427.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 592 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,257.00 ROUTE : US 50; SR 3 AND 7 CALL ORDER : 592 CONTRACT ID : M -26288-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 224,726.17 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 378,500.00 168.4272% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 | |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0002 110-01001 LUMP| 6000.00000 6000.00| 18900.00000 18900.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 54398.000 SYS | 0.25000 13599.50| 0.80000 43518.40| SURFACE MILLING, ASPHALT | | | 0004 305-05204 250.000 TON | 65.00000 16250.00| 110.00000 27500.00| HMA FOR PATCHING | | | 0006 402-05495 200.000 TON | 50.00000 10000.00| 43.00000 8600.00| HMA WEDGE AND LEVEL | | | 0007 406-05520 18.290 TON | 95.00000 1737.55| 150.00000 2743.50| ASPHALT FOR TACK COAT | | | 0008 610-05527 224.310 TON | 55.00000 12337.05| 54.00000 12112.74| HMA FOR APPROACHES | | | 0009 618-06604 144.000 LFT | 5.50000 792.00| 17.00000 2448.00| RUMBLE STRIP | | | 0010 720-44000 1.000 EACH| 375.00000 375.00| 250.00000 250.00| CASTING, ADJUST TO GRADE | | | 0011 801-06207 31140.000 LFT | 0.05000 1557.00| 1.30000 40482.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 47.000 EACH| 65.00000 3055.00| 50.00000 2350.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 12000.00000 12000.00| 15903.64000 15903.64| MAINTAINING TRAFFIC | | | 0014 805-78470 2500.000 LFT | 0.15000 375.00| 0.94000 2350.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0015 805-78510 250.000 LFT | 2.20000 550.00| 0.86000 215.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0016 805-78795 800.000 LFT | 8.00000 6400.00| 8.28000 6624.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 592 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,257.00 ROUTE : US 50; SR 3 AND 7 CALL ORDER : 592 CONTRACT ID : M -26288-A COUNTIES : JENNINGS LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 | |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 808-01226 43.000 EACH| 26.50000 1139.50| 8.00000 344.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0019 808-06713 18000.000 LFT | 0.06000 1080.00| 0.07000 1260.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-75297 270.000 LFT | 3.00000 810.00| 2.90000 783.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75300 160.000 LFT | 0.80000 128.00| 0.36000 57.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0023 808-75320 7.000 EACH| 55.00000 385.00| 43.00000 301.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75994 43.000 EACH| 3.30000 141.90| 4.00000 172.00| PRISMATIC REFLECTOR | | | 0025 808-75996 43.000 EACH| 12.00000 516.00| 7.00000 301.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-96016 130.000 LFT | 1.50000 195.00| 0.72000 93.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0027 402-05477 3776.990 TON | 33.00000 124640.67| 48.00000 181295.52| HMA SURFACE 9.5 mm, MAINLINE | | | 0028 808-75240 700.000 LFT | 0.26000 182.00| 0.25000 175.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0029 808-75245 23000.000 LFT | 0.26000 5980.00| 0.24000 5520.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0030 105-07038 3.000 MOS | 1500.00000 4500.00| 1400.00000 4200.00| FIELD OFFICE, A | | | SECTION TOTALS | $ 224,726.17| $ 378,500.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,726.17| $ 378,500.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 602 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,361.96 ROUTE : VARIOUS CALL ORDER : 602 CONTRACT ID : M -26294-A COUNTIES : VARIOUS LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 244,490.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 299,005.50 122.2976% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 601-01838 500.000 EACH| 22.00000 11000.00| 15.70000 7850.00| GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0002 601-03599 10.000 EACH| 115.00000 1150.00| 110.00000 1100.00| GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0003 601-05999 25.000 EACH| 40.00000 1000.00| 30.00000 750.00| CURVED TERMINAL END | | | 0004 601-07050 5.000 EACH| 700.00000 3500.00| 1512.00000 7560.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0005 601-52540 4.000 EACH| 1550.00000 6200.00| 1590.00000 6360.00| GUARDRAIL TERMINAL SECTION, W BEAM | | | 0006 601-61340 200.000 EACH| 60.00000 12000.00| 75.00000 15000.00| GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0007 601-61390 25.000 EACH| 40.00000 1000.00| 30.00000 750.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0008 601-61400 10.000 EACH| 450.00000 4500.00| 450.00000 4500.00| GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0009 601-61401 4.000 EACH| 600.00000 2400.00| 450.00000 1800.00| GUARD RAIL BURIED END, STEEL, WITH | | | CONCRETE | | | 0010 601-61545 30.000 EACH| 28.00000 840.00| 8.50000 255.00| GUARD RAIL POST, ALUMINUM, INSTALL | | | 0011 601-61550 4.000 EACH| 50.00000 200.00| 46.00000 184.00| GUARD RAIL TERMINAL END SECTION, | | | ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 602 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,361.96 ROUTE : VARIOUS CALL ORDER : 602 CONTRACT ID : M -26294-A COUNTIES : VARIOUS LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-62070 12000.000 LFT | 7.00000 84000.00| 7.50000 90000.00| GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0013 601-62080 200.000 LFT | 9.00000 1800.00| 8.90000 1780.00| GUARD RAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0014 601-62090 9000.000 LFT | 3.05000 27450.00| 4.55000 40950.00| GUARD RAIL, STEEL BEAM, INSTALL | | | 0015 601-62100 400.000 EACH| 28.00000 11200.00| 25.50000 10200.00| GUARD RAIL POST, STEEL, INSTALL | | | 0016 601-62110 6000.000 LFT | 2.95000 17700.00| 5.65000 33900.00| GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0017 601-62150 25.000 EACH| 85.00000 2125.00| 68.00000 1700.00| GUARD RAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0018 601-62450 3.000 EACH| 300.00000 900.00| 1450.00000 4350.00| GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | GALVANIZED, TOTAL | | | 0019 601-62460 5.000 EACH| 75.00000 375.00| 69.00000 345.00| GUARD RAIL ANCHOR CABLE ASSEMBLY, 0.75 | | | IN. | | | 0020 601-62480 5.000 EACH| 70.00000 350.00| 80.50000 402.50| GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | POST OR ALTERNATE | | | 0021 601-62490 2.000 EACH| 75.00000 150.00| 80.50000 161.00| GUARD RAIL, A, BREAKAWAY CABLE TERMINAL | | | FOUNDATION POST | | | 0022 601-62510 4.000 EACH| 40.00000 160.00| 31.00000 124.00| GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0023 601-62554 700.000 LFT | 3.30000 2310.00| 2.75000 1925.00| GUARD RAIL, TUBING, ELLIPTICAL, | | | ALUMINUM, INSTALL | | | 0024 601-62580 34.000 EACH| 20.00000 680.00| 30.00000 1020.00| GUARD RAIL SPLICE BAR, ALUMINUM | | | 0025 601-62630 10.000 EACH| 110.00000 1100.00| 87.00000 870.00| GUARD RAIL POST, ALUMINUM, 6 FT. 3 IN. | | | 0026 601-90360 2.000 EACH| 450.00000 900.00| 471.00000 942.00| GUARD RAIL BURIED END, ALUMINUM, SINGLE | | | FACE | | | 0027 601-90361 2.000 EACH| 600.00000 1200.00| 660.00000 1320.00| GUARD RAIL BURIED END, ALUMINUM, DOUBLE | | | FACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 602 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,361.96 ROUTE : VARIOUS CALL ORDER : 602 CONTRACT ID : M -26294-A COUNTIES : VARIOUS LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 601-91197 150.000 EACH| 16.00000 2400.00| 15.00000 2250.00| GUARD RAIL POST BRACKET, 15 LBS PER | | | LFT., ADJUSTABLE, 1 FT. 4.5 IN. | | | 0029 601-91426 2.000 EACH| 70.00000 140.00| 70.00000 140.00| GUARD RAIL TERMINAL END SECTION, A | | | 0030 601-91504 4.000 EACH| 100.00000 400.00| 85.00000 340.00| GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0031 601-91505 4.000 EACH| 70.00000 280.00| 50.00000 200.00| GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0032 601-91511 4.000 EACH| 70.00000 280.00| 50.00000 200.00| GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0033 601-91575 4.000 EACH| 20.00000 80.00| 13.00000 52.00| GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0034 601-92271 300.000 EACH| 8.00000 2400.00| 8.50000 2550.00| GUARD RAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY | | | 0035 601-93346 3.000 EACH| 50.00000 150.00| 90.00000 270.00| GUARD RAIL CONNECTOR, AS | | | 0036 601-94689 6.000 EACH| 3000.00000 18000.00| 2400.00000 14400.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-94690 2.000 EACH| 4000.00000 8000.00| 3585.00000 7170.00| GUARDRAIL END TREATMENT, MS | | | 0038 601-95972 10.000 EACH| 50.00000 500.00| 40.00000 400.00| GUARD RAIL POST (CRT), 8 IN.X 6 | | | IN.TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0039 601-97947 100.000 EACH| 5.00000 500.00| 7.00000 700.00| GUARD RAIL CLAMP BAR, ALUMINUM | | | 0040 601-97950 60.000 EACH| 10.00000 600.00| 13.00000 780.00| GUARD RAIL POST BRACKET, TREATED TIMBER,| | | 6 IN. X 6 IN. | | | 0041 601-99108 200.000 LFT | 16.00000 3200.00| 18.00000 3600.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0042 702-93722 7.000 CYS | 1200.00000 8400.00| 3145.00000 22015.00| CONCRETE, C | | | 0043 711-51823 10.000 EACH| 12.00000 120.00| 19.00000 190.00| EXPANSION ANCHOR, 0.75 IN. | | | 0044 711-93593 10.000 EACH| 15.00000 150.00| 15.00000 150.00| OFFSET BRACKET, STEEL | | | 0045 801-06775 LUMP| 400.00000 400.00| 1000.00000 1000.00| MAINTAINING TRAFFIC LOCATION NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 602 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 278,361.96 ROUTE : VARIOUS CALL ORDER : 602 CONTRACT ID : M -26294-A COUNTIES : VARIOUS LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 801-06775 LUMP| 400.00000 400.00| 1000.00000 1000.00| MAINTAINING TRAFFIC LOCATION NO. 2 | | | 0047 801-06775 LUMP| 400.00000 400.00| 1000.00000 1000.00| MAINTAINING TRAFFIC LOCATION NO. 3 | | | 0048 801-06775 LUMP| 500.00000 500.00| 1500.00000 1500.00| MAINTAINING TRAFFIC LOCATION NO. 4 | | | 0049 801-06775 LUMP| 500.00000 500.00| 1500.00000 1500.00| MAINTAINING TRAFFIC LOCATION NO. 5 | | | 0050 801-06775 LUMP| 500.00000 500.00| 1500.00000 1500.00| MAINTAINING TRAFFIC LOCATION NO. 6 | | | SECTION TOTALS | $ 244,490.00| $ 299,005.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 244,490.00| $ 299,005.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 612 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,000.00 ROUTE : SR 49 CALL ORDER : 612 CONTRACT ID : M -26296-A COUNTIES : PORTER LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 277,639.60 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 337,117.60 121.4227% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 4.000 MOS | 1500.00000 6000.00| 5000.00000 20000.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 13900.00000 13900.00| 16800.00000 16800.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02278 174.000 LFT | 3.00000 522.00| 5.00000 870.00| CURB, CONCRETE, REMOVE | | | 0004 202-52710 82.000 SYS | 5.00000 410.00| 10.00000 820.00| SIDEWALK, CONCRETE, REMOVE | | | 0005 202-60820 134.000 SYS | 3.00000 402.00| 7.00000 938.00| SURFACE MILLING, ASPHALT | | | 0006 202-60822 12004.000 SYS | 4.00000 48016.00| 1.50000 18006.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 303-04075 200.000 TON | 17.31000 3462.00| 21.00000 4200.00| COMPACTED AGGREGATE, O, 73 | | | 0008 305-05204 110.000 TON | 100.00000 11000.00| 62.00000 6820.00| HMA FOR PATCHING | | | 0009 305-05206 860.000 TON | 35.00000 30100.00| 55.00000 47300.00| WIDENING WITH HMA | | | 0010 402-05473 2015.000 TON | 29.00000 58435.00| 35.00000 70525.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0011 402-05477 1690.000 TON | 35.00000 59150.00| 41.00000 69290.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0012 406-05520 9.900 TON | 250.00000 2475.00| 600.00000 5940.00| ASPHALT FOR TACK COAT | | | 0013 604-90256 82.000 SYS | 60.00000 4920.00| 68.00000 5576.00| SIDEWALK, CONCRETE, 6 IN. | | | 0014 605-06120 174.000 LFT | 25.00000 4350.00| 25.00000 4350.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 612 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 375,000.00 ROUTE : SR 49 CALL ORDER : 612 CONTRACT ID : M -26296-A COUNTIES : PORTER LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-05527 350.000 TON | 40.00000 14000.00| 71.00000 24850.00| HMA FOR APPROACHES | | | 0016 615-06520 2.000 EACH| 140.00000 280.00| 500.00000 1000.00| MONUMENT, RE-ESTABLISH | | | 0017 616-02320 130.000 SYS | 2.50000 325.00| 2.00000 260.00| GEOTEXTILES | | | 0018 616-06405 130.000 TON | 25.00000 3250.00| 30.00000 3900.00| RIPRAP, REVETMENT | | | 0019 720-44000 17.000 EACH| 200.00000 3400.00| 400.00000 6800.00| CASTING, ADJUST TO GRADE | | | 0020 801-06207 520.000 LFT | 0.95000 494.00| 1.00000 520.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 22.000 EACH| 58.00000 1276.00| 58.00000 1276.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 6000.00000 6000.00| 18900.00000 18900.00| MAINTAINING TRAFFIC | | | 0023 808-75067 80.000 LFT | 8.65000 692.00| 8.65000 692.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75240 1100.000 LFT | 0.36000 396.00| 0.36000 396.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0025 808-75245 2070.000 LFT | 0.36000 745.20| 0.36000 745.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0026 808-75300 110.000 LFT | 0.54000 59.40| 0.54000 59.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0027 808-75350 2.000 EACH| 148.00000 296.00| 148.00000 296.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0028 105-06845 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0029 501-04771 LUMP| 600.00000 600.00| 900.00000 900.00| CORING CONCRETE PAVEMENT | | | 0030 801-06203 800.000 LFT | 0.98000 784.00| 0.36000 288.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 808-06713 5000.000 LFT | 0.18000 900.00| 0.36000 1800.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 277,639.60| $ 337,117.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 277,639.60| $ 337,117.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 622 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,194.53 ROUTE : SR 101 CALL ORDER : 622 CONTRACT ID : M -26298-A COUNTIES : RIPLEY LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 194,622.66 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 197,723.30 101.5931% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 209,206.66 107.4934% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 |(3) 35-0999231 |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 4.000 MOS | 1370.58000 5482.32| 1200.00000 4800.00| 900.00000 3600.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 1908.96000 1908.96| 5800.00000 5800.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 583.330 SYS | 2.07000 1207.49| 1.20000 700.00| 2.00000 1166.66 SURFACE MILLING, ASPHALT | | | 0004 202-60822 10985.720 SYS | 0.87000 9557.58| 1.20000 13182.86| 1.71000 18785.58 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 401-06264 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 2773.02000 2773.02 PROFILOGRAPH, HMA | | | 0007 406-05520 7.320 TON | 581.15000 4254.02| 100.00000 732.00| 642.46000 4702.81 ASPHALT FOR TACK COAT | | | 0008 506-06333 825.000 SYS | 99.00000 81675.00| 100.00000 82500.00| 79.00000 65175.00 PCCP PATCHING, FULL DEPTH | | | 0009 612-04315 7.700 TON | 1558.19000 11998.06| 700.00000 5390.00| 1375.00000 10587.50 ASPHALT MATERIAL FOR UNDERSEAL | | | 0010 720-44000 8.000 EACH| 235.92000 1887.36| 395.00000 3160.00| 300.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0011 801-06207 706.000 LFT | 0.85000 600.10| 1.00000 706.00| 0.97000 684.82 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 14.000 EACH| 70.00000 980.00| 75.00000 1050.00| 60.00000 840.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 2732.34000 2732.34| 10758.00000 10758.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0014 808-06712 706.000 LFT | 0.10000 70.60| 0.14000 98.84| 0.11000 77.66 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 622 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 311,194.53 ROUTE : SR 101 CALL ORDER : 622 CONTRACT ID : M -26298-A COUNTIES : RIPLEY LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 |(3) 35-0999231 |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 5650.000 LFT | 0.09000 508.50| 0.14000 791.00| 0.09000 508.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0016 808-75297 22.000 LFT | 3.50000 77.00| 5.00000 110.00| 3.87000 85.14 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0017 808-75300 103.000 LFT | 0.45000 46.35| 2.60000 267.80| 0.50000 51.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0018 808-75340 2.000 EACH| 350.00000 700.00| 290.00000 580.00| 386.93000 773.86 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0019 402-05477 1786.400 TON | 38.31000 68436.98| 37.00000 66096.80| 44.22000 78994.61 HMA SURFACE 9.5 mm, MAINLINE | | | SECTION TOTALS | $ 194,622.66| $ 197,723.30| $ 209,206.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,622.66| $ 197,723.30| $ 209,206.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 632 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-65; SR 46 CALL ORDER : 632 CONTRACT ID : M -26301-A COUNTIES : BARTHOLOMEW SHELBY LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 27,950.00 100.0000% 2 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 41,850.00 149.7316% 3 35-1991044 JOHNSON COMPANY INC. $ 50,610.00 181.0733% 4 35-1817574 YARDBERRY LANDSCAPE $ 53,525.00 191.5026% 5 35-2064912 B & P CONSTRUCTION CONDITIONAL BID $ 58,710.00 210.0536% 6 35-1636776 LINKEL COMPANY $ 99,999.00 357.7781% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 642 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-64,SR 111,60 & 250 CALL ORDER : 642 CONTRACT ID : M -26302-A COUNTIES : CLARK HARRISON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT JACKSON CONTRACT TIME : 08/23/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 74,550.00 100.0000% 2 35-1991044 JOHNSON COMPANY INC. $ 87,017.50 116.7236% 3 35-1636776 LINKEL COMPANY $ 99,999.00 134.1368% 4 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 115,700.00 155.1978% 5 37-1394196 STREET'S TREE TRIMMING REMOVAL CONTRACTORS INC. $ 116,500.00 156.2709% 6 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 116,850.00 156.7404% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 652 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,175.76 ROUTE : 114, 14 CALL ORDER : 652 CONTRACT ID : M -26320-A COUNTIES : JASPER NEWTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 407,768.90 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 423,643.05 103.8929% 3 35-1139301 E & B PAVING, INC. $ 496,974.25 121.8764% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL ONLY | | | 0001 110-01001 LUMP| 20360.00000 20360.00| 23972.77000 23972.77| 24748.00000 24748.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1489.000 SYS | 5.95000 8859.55| 4.07000 6060.23| 6.25000 9306.25 SURFACE MILLING, ASPHALT | | | 0003 203-02000 360.000 CYS | 12.50000 4500.00| 17.65000 6354.00| 32.00000 11520.00 EXCAVATION, COMMON | | | 0004 211-02050 12.000 CYS | 15.00000 180.00| 43.41000 520.92| 44.00000 528.00 B BORROW | | | 0005 303-04075 2640.000 TON | 14.20000 37488.00| 14.30000 37752.00| 16.40000 43296.00 COMPACTED AGGREGATE, O, 73 | | | 0006 303-52308 70.000 TON | 18.80000 1316.00| 44.38000 3106.60| 16.40000 1148.00 COMPACTED AGGREGATE, O, 53 | | | 0007 402-05477 75.000 TON | 48.65000 3648.75| 58.70000 4402.50| 58.00000 4350.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 7335.000 TON | 37.80000 277263.00| 38.03000 278950.05| 45.00000 330075.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 16.000 TON | 200.00000 3200.00| 147.45000 2359.20| 220.00000 3520.00 ASPHALT FOR TACK COAT | | | 0010 615-06520 5.000 EACH| 622.00000 3110.00| 439.30000 2196.50| 350.00000 1750.00 MONUMENT, RE-ESTABLISH | | | 0011 616-02320 470.000 SYS | 1.50000 705.00| 1.21000 568.70| 6.00000 2820.00 GEOTEXTILES | | | 0012 616-06405 430.000 TON | 16.60000 7138.00| 18.73000 8053.90| 44.00000 18920.00 RIPRAP, REVETMENT | | | 0013 715-05119 44.000 LFT | 74.85000 3293.40| 164.49000 7237.56| 85.00000 3740.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0014 715-46005 2.000 EACH| 229.00000 458.00| 123.91000 247.82| 400.00000 800.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 652 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 613,175.76 ROUTE : 114, 14 CALL ORDER : 652 CONTRACT ID : M -26320-A COUNTIES : JASPER NEWTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06207 2380.000 LFT | 1.25000 2975.00| 0.92000 2189.60| 1.20000 2856.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 36.000 EACH| 55.00000 1980.00| 55.00000 1980.00| 55.00000 1980.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 5650.00000 5650.00| 12997.70000 12997.70| 9720.00000 9720.00 MAINTAINING TRAFFIC | | | 0018 808-06703 49500.000 LFT | 0.24000 11880.00| 0.23000 11385.00| 0.23000 11385.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0019 808-75240 10000.000 LFT | 0.24000 2400.00| 0.23000 2300.00| 0.23000 2300.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0020 808-75245 10000.000 LFT | 0.24000 2400.00| 0.23000 2300.00| 0.23000 2300.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 808-75297 14.000 LFT | 10.30000 144.20| 10.00000 140.00| 12.00000 168.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-75996 336.000 EACH| 4.60000 1545.60| 4.50000 1512.00| 9.50000 3192.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 336.000 EACH| 21.65000 7274.40| 21.00000 7056.00| 19.50000 6552.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 407,768.90| $ 423,643.05| $ 496,974.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,768.90| $ 423,643.05| $ 496,974.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 662 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,824.15 ROUTE : SR 3/SR 46 CALL ORDER : 662 CONTRACT ID : M -26324-A COUNTIES : DECATUR LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 447,236.66 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 531,639.01 118.8719% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 547,000.00 122.3066% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 564,043.96 126.1175% 5 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 639,347.14 142.9549% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 639,793.39 143.0547% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1357381 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT PATCHING | | | 0001 105-06845 LUMP| 4999.17000 4999.17| 2900.00000 2900.00| 5800.00000 5800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 900.00000 5400.00| 2000.00000 12000.00| 495.00000 2970.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 21000.66000 21000.66| 26000.00000 26000.00| 20474.00000 20474.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 1068.000 SYS | 8.03000 8576.04| 19.00000 20292.00| 7.84000 8373.12 PAVEMENT, REMOVE | | | 0005 303-52308 452.440 TON | 17.00000 7691.48| 17.00000 7691.48| 16.00000 7239.04 COMPACTED AGGREGATE, O, 53 | | | 0006 304-06464 533.300 CYS | 15.00000 7999.50| 17.00000 9066.10| 29.00000 15465.70 SUBBASE FOR PCCP | | | 0007 305-05204 361.000 TON | 130.00000 46930.00| 83.00000 29963.00| 119.60000 43175.60 HMA FOR PATCHING | | | 0008 502-06329 1068.000 SYS | 38.00000 40584.00| 45.00000 48060.00| 46.75000 49929.00 PCCP, 12 IN. | | | 0009 503-03489 40.000 EACH| 20.00000 800.00| 85.00000 3400.00| 19.50000 780.00 RETROFITTED TIE BARS | | | 0010 503-05240 144.000 LFT | 17.00000 2448.00| 42.00000 6048.00| 14.75000 2124.00 D-1 CONTRACTION JOINT | | | 0011 506-06333 3258.000 SYS | 74.00000 241092.00| 91.00000 296478.00| 103.00000 335574.00 PCCP PATCHING, FULL DEPTH | | | 0012 506-06334 200.000 SYS | 126.00000 25200.00| 110.00000 22000.00| 103.00000 20600.00 PCCP PATCHING, PARTIAL DEPTH | | | 0013 801-06203 4000.000 LFT | 0.63000 2520.00| 0.06000 240.00| 0.97000 3880.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 662 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,824.15 ROUTE : SR 3/SR 46 CALL ORDER : 662 CONTRACT ID : M -26324-A COUNTIES : DECATUR LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1357381 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 42.000 EACH| 79.28000 3329.76| 79.00000 3318.00| 135.00000 5670.00 CONSTRUCTION SIGN, A | | | 0015 801-06710 60.000 DAY | 12.11000 726.60| 14.00000 840.00| 13.00000 780.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 19000.00000 19000.00| 31000.00000 31000.00| 4867.15000 4867.15 MAINTAINING TRAFFIC | | | 0017 808-06711 17400.000 LFT | 0.05000 870.00| 0.07000 1218.00| 0.11000 1914.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0018 808-06712 69600.000 LFT | 0.05000 3480.00| 0.07000 4872.00| 0.11000 7656.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 81349.000 LFT | 0.05000 4067.45| 0.07000 5694.43| 0.11000 8948.39 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 801-06606 6.000 EACH| 87.00000 522.00| 93.00000 558.00| 130.00000 780.00 BARRICADE, IIIB | | | SECTION TOTALS | $ 447,236.66| $ 531,639.01| $ 547,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 447,236.66| $ 531,639.01| $ 547,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 662 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,824.15 ROUTE : SR 3/SR 46 CALL ORDER : 662 CONTRACT ID : M -26324-A COUNTIES : DECATUR LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2070195 |(6) 35-2040801 |MILESTONE CONTRACTORS, L.P. |ALPHA EXCAVATING & LANDSCAPI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT PATCHING | | | 0001 105-06845 LUMP| 6000.00000 6000.00| 6500.00000 6500.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| 1900.00000 11400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 30000.00000 30000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 1068.000 SYS | 13.00000 13884.00| 21.40000 22855.20| 18.00000 19224.00 PAVEMENT, REMOVE | | | 0005 303-52308 452.440 TON | 16.00000 7239.04| 13.00000 5881.72| 34.00000 15382.96 COMPACTED AGGREGATE, O, 53 | | | 0006 304-06464 533.300 CYS | 30.00000 15999.00| 38.50000 20532.05| 40.00000 21332.00 SUBBASE FOR PCCP | | | 0007 305-05204 361.000 TON | 120.00000 43320.00| 110.25000 39800.25| 120.00000 43320.00 HMA FOR PATCHING | | | 0008 502-06329 1068.000 SYS | 44.00000 46992.00| 63.20000 67497.60| 60.00000 64080.00 PCCP, 12 IN. | | | 0009 503-03489 40.000 EACH| 10.50000 420.00| 18.50000 740.00| 20.00000 800.00 RETROFITTED TIE BARS | | | 0010 503-05240 144.000 LFT | 27.50000 3960.00| 23.00000 3312.00| 10.00000 1440.00 D-1 CONTRACTION JOINT | | | 0011 506-06333 3258.000 SYS | 84.00000 273672.00| 109.75000 357565.50| 110.00000 358380.00 PCCP PATCHING, FULL DEPTH | | | 0012 506-06334 200.000 SYS | 173.50000 34700.00| 85.00000 17000.00| 200.00000 40000.00 PCCP PATCHING, PARTIAL DEPTH | | | 0013 801-06203 4000.000 LFT | 1.30000 5200.00| 0.38000 1520.00| 0.06000 240.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0014 801-06640 42.000 EACH| 75.00000 3150.00| 78.45000 3294.90| 74.00000 3108.00 CONSTRUCTION SIGN, A | | | 0015 801-06710 60.000 DAY | 15.00000 900.00| 14.00000 840.00| 13.00000 780.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 60000.00000 60000.00| 42000.00000 42000.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0017 808-06711 17400.000 LFT | 0.08000 1392.00| 0.08000 1392.00| 0.07000 1218.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0018 808-06712 69600.000 LFT | 0.08000 5568.00| 0.08000 5568.00| 0.07000 4872.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 81349.000 LFT | 0.08000 6507.92| 0.08000 6507.92| 0.07000 5694.43 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 801-06606 6.000 EACH| 90.00000 540.00| 90.00000 540.00| 87.00000 522.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 662 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 539,824.15 ROUTE : SR 3/SR 46 CALL ORDER : 662 CONTRACT ID : M -26324-A COUNTIES : DECATUR LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2070195 |(6) 35-2040801 |MILESTONE CONTRACTORS, L.P. |ALPHA EXCAVATING & LANDSCAPI|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 564,043.96| $ 639,347.14| $ 639,793.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 564,043.96| $ 639,347.14| $ 639,793.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 672 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 126,292.50 ROUTE : VARIOUS CALL ORDER : 672 CONTRACT ID : M -26326-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 122,979.81 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 145,500.00 118.3121% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 148,046.00 120.3823% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1151771 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 5500.00000 5500.00| 7543.30000 7543.30| 7400.63000 7400.63 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 100.000 SYS | 17.10000 1710.00| 20.00000 2000.00| 33.00000 3300.00 SURFACE MILLING, ASPHALT | | | 0003 305-05204 10.000 TON | 225.00000 2250.00| 130.00000 1300.00| 216.00000 2160.00 HMA FOR PATCHING | | | 0005 402-05474 1610.400 TON | 36.00000 57974.40| 40.00000 64416.00| 40.20000 64738.08 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0006 402-05477 695.730 TON | 48.25000 33568.97| 50.00000 34786.50| 54.00000 37569.42 HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 10.000 TON | 75.00000 750.00| 120.00000 1200.00| 54.00000 540.00 HMA WEDGE AND LEVEL | | | 0008 406-05520 3.470 TON | 185.00000 641.95| 200.00000 694.00| 150.00000 520.50 ASPHALT FOR TACK COAT | | | 0009 603-92230 190.000 LFT | 16.75000 3182.50| 27.00000 5130.00| 27.50000 5225.00 FENCE, CHAIN LINK, SECURITY, 72 IN. | | | 0010 305-05206 95.210 TON | 69.00000 6569.49| 120.00000 11425.20| 102.00000 9711.42 WIDENING WITH HMA | | | 0011 203-02000 60.000 CYS | 27.25000 1635.00| 70.00000 4200.00| 49.00000 2940.00 EXCAVATION, COMMON | | | 0012 303-52308 525.000 TON | 14.00000 7350.00| 20.00000 10500.00| 14.65000 7691.25 COMPACTED AGGREGATE, O, 53 | | | 0013 621-01004 1.000 EACH| 100.00000 100.00| 105.00000 105.00| 105.70000 105.70 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06559 200.000 SYS | 3.50000 700.00| 3.50000 700.00| 15.50000 3100.00 MULCHED SEEDING, R | | | 0015 715-05118 30.000 LFT | 25.25000 757.50| 30.00000 900.00| 82.00000 2460.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 672 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 126,292.50 ROUTE : VARIOUS CALL ORDER : 672 CONTRACT ID : M -26326-A COUNTIES : BARTHOLOMEW JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1151771 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 715-46000 2.000 EACH| 145.00000 290.00| 300.00000 600.00| 292.00000 584.00 PIPE END SECTION, 12 IN. | | | SECTION TOTALS | $ 122,979.81| $ 145,500.00| $ 148,046.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 122,979.81| $ 145,500.00| $ 148,046.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 682 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 258,590.00 ROUTE : STATE PARK MAIN ROAD CALL ORDER : 682 CONTRACT ID : M -26327-A COUNTIES : JEFFERSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 174,771.88 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 211,900.00 121.2437% 3 35-0844079 ROHE, PAUL H. COMPANY $ 235,634.60 134.8240% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 |(3) 35-0844079 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|ROHE, PAUL H. COMPANY 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 | 1500.00000 4500.00| 1380.00000 4140.00| 1398.30000 4194.90 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 3400.00000 3400.00| 10500.00000 10500.00| 1159.79000 1159.79 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 100.000 SYS | 12.00000 1200.00| 7.50000 750.00| 7.24000 724.00 SURFACE MILLING, ASPHALT | | | 0004 303-52308 53.600 TON | 20.00000 1072.00| 24.00000 1286.40| 34.78000 1864.21 COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 150.000 TON | 55.00000 8250.00| 90.00000 13500.00| 96.98000 14547.00 HMA FOR PATCHING | | | 0006 402-05477 4289.370 TON | 30.00000 128681.10| 36.70000 157419.88| 40.75000 174791.83 HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05494 30.000 LFT | 5.00000 150.00| 20.00000 600.00| 37.68000 1130.40 HMA RUMBLE STRIPS | | | 0008 402-05495 300.000 TON | 40.00000 12000.00| 35.00000 10500.00| 49.80000 14940.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 20.260 TON | 75.00000 1519.50| 150.00000 3039.00| 445.14000 9018.54 ASPHALT FOR TACK COAT | | | 0010 610-05527 128.560 TON | 63.00000 8099.28| 40.00000 5142.40| 65.34000 8400.11 HMA FOR APPROACHES | | | 0011 801-06640 6.000 EACH| 100.00000 600.00| 65.00000 390.00| 65.00000 390.00 CONSTRUCTION SIGN, A | | | 0012 801-06775 LUMP| 4000.00000 4000.00| 3907.32000 3907.32| 3955.77000 3955.77 MAINTAINING TRAFFIC | | | 0013 807-98690 1.000 EACH| 500.00000 500.00| 375.00000 375.00| 168.05000 168.05 HANDHOLE ADJUSTED TO GRADE | | | 0014 808-75297 50.000 LFT | 16.00000 800.00| 7.00000 350.00| 7.00000 350.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 682 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 258,590.00 ROUTE : STATE PARK MAIN ROAD CALL ORDER : 682 CONTRACT ID : M -26327-A COUNTIES : JEFFERSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-2040801 |(3) 35-0844079 |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I|ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 174,771.88| $ 211,900.00| $ 235,634.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 174,771.88| $ 211,900.00| $ 235,634.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 700 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-65 CALL ORDER : 700 CONTRACT ID : M -26355-A COUNTIES : JOHNSON SHELBY LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 798,850.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 827,352.89 103.5679% 3 35-1139301 E & B PAVING, INC. $ 864,532.06 108.2220% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 910,860.63 114.0214% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 710 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 168,461.36 ROUTE : 227 CALL ORDER : 710 CONTRACT ID : M -26357-A COUNTIES : RANDOLPH LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 160,945.78 100.0000% 2 35-1145884 L I C A CONSTRUCTION $ 167,524.03 104.0872% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1145884 | |MILESTONE CONTRACTORS, L.P. |L I C A CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1225.00000 1225.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 8000.00000 8000.00| 8400.00000 8400.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 305-05204 40.000 TON | 210.00000 8400.00| 160.00000 6400.00| HMA FOR PATCHING | | | 0004 402-05477 3216.000 TON | 39.75000 127836.00| 42.50000 136680.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0005 406-05520 8.100 TON | 180.00000 1458.00| 180.00000 1458.00| ASPHALT FOR TACK COAT | | | 0006 801-06207 1595.000 LFT | 1.45000 2312.75| 1.10000 1754.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 12.000 EACH| 50.00000 600.00| 85.00000 1020.00| CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 7566.00000 7566.00| 4300.00000 4300.00| MAINTAINING TRAFFIC | | | 0009 808-06712 3987.000 LFT | 0.09000 358.83| 0.07000 279.09| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0010 808-06713 31892.000 LFT | 0.10000 3189.20| 0.07000 2232.44| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 160,945.78| $ 167,524.03| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 160,945.78| $ 167,524.03| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 720 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 58,484.37 ROUTE : SR 44 CALL ORDER : 720 CONTRACT ID : M -26358-A COUNTIES : RUSH LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 41,367.84 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 65,412.50 158.1240% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 71,039.00 171.7251% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1917625 |(3) 35-0918397 |ROHE, PAUL H. COMPANY |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 1173.01000 1173.01| 3250.00000 3250.00| 6025.00000 6025.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 9639.000 SYS | 0.91000 8771.49| 1.50000 14458.50| 2.25000 21687.75 SURFACE MILLING, ASPHALT | | | 0003 305-05204 20.000 TON | 125.37000 2507.40| 300.00000 6000.00| 157.00000 3140.00 HMA FOR PATCHING | | | 0004 402-05477 662.000 TON | 37.86000 25063.32| 45.00000 29790.00| 52.20000 34556.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0005 406-05520 2.000 TON | 319.32000 638.64| 175.00000 350.00| 181.00000 362.00 ASPHALT FOR TACK COAT | | | 0006 801-06207 300.000 LFT | 0.84000 252.00| 2.50000 750.00| 2.82000 846.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 9.000 EACH| 40.00000 360.00| 42.00000 378.00| 45.00000 405.00 CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 2286.98000 2286.98| 10100.00000 10100.00| 3659.85000 3659.85 MAINTAINING TRAFFIC | | | 0009 808-06712 700.000 LFT | 0.45000 315.00| 0.48000 336.00| 0.51000 357.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | SECTION TOTALS | $ 41,367.84| $ 65,412.50| $ 71,039.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 41,367.84| $ 65,412.50| $ 71,039.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/30/02 PAGE : 730 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 259,822.07 ROUTE : 167 CALL ORDER : 730 CONTRACT ID : M -26359-A COUNTIES : BLACKFORD LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 18 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 262,443.50 100.0000% 2 35-1139301 E & B PAVING, INC. $ 279,720.83 106.5832% ==================================================================================================================================== |(1) 35-1145884 |(2) 35-1139301 | |L I C A CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 13200.00000 13200.00| 13900.00000 13900.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 61180.000 SYS | 1.00000 61180.00| 1.10000 67298.00| SURFACE MILLING, ASPHALT | | | 0004 305-05204 40.000 TON | 160.00000 6400.00| 162.69000 6507.60| HMA FOR PATCHING | | | 0005 402-05477 4200.000 TON | 37.20000 156240.00| 39.00000 163800.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 12.700 TON | 180.00000 2286.00| 166.75000 2117.73| ASPHALT FOR TACK COAT | | | 0007 801-06207 2500.000 LFT | 1.10000 2750.00| 0.69000 1725.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 18.000 EACH| 75.00000 1350.00| 95.00000 1710.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 10100.00000 10100.00| 13600.00000 13600.00| MAINTAINING TRAFFIC | | | 0010 808-06712 6250.000 LFT | 0.07000 437.50| 0.09000 562.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0011 808-06713 50000.000 LFT | 0.07000 3500.00| 0.05000 2500.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 262,443.50| $ 279,720.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 262,443.50| $ 279,720.83| ====================================================================================================================================