INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 477 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,435.13 ROUTE : 62 CALL ORDER : 477 CONTRACT ID : M -25512-A COUNTIES : WARRICK LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 208,387.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 222,247.00 106.6510% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT MILL AND RESURFACE | | | 0001 105-07039 4.000 MOS | 3610.00000 14440.00| 1600.00000 6400.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 10400.00000 10400.00| 11000.00000 11000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 29000.000 m2 | 1.00000 29000.00| 0.65000 18850.00| SURFACE MILLING, ASPHALT | | | 0004 303-04095 50.000 Mg | 18.00000 900.00| 50.00000 2500.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 50.000 Mg | 150.00000 7500.00| 220.00000 11000.00| HMA FOR PATCHING | | | 0006 401-05456 2300.000 Mg | 47.00000 108100.00| 57.00000 131100.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 100.000 Mg | 47.00000 4700.00| 45.00000 4500.00| HMA WEDGE AND LEVEL | | | 0008 405-05517 2.000 Mg | 285.00000 570.00| 380.00000 760.00| ASPHALT FOR PRIME COAT | | | 0009 406-05520 10.000 Mg | 150.00000 1500.00| 315.00000 3150.00| ASPHALT FOR TACK COAT | | | 0010 610-05527 125.000 Mg | 47.00000 5875.00| 110.00000 13750.00| HMA FOR APPROACHES | | | 0011 720-44000 5.000 EACH| 415.00000 2075.00| 750.00000 3750.00| CASTING, ADJUST TO GRADE | | | 0012 801-06203 300.000 m | 1.35000 405.00| 3.00000 900.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06640 55.000 EACH| 52.00000 2860.00| 55.00000 3025.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 14500.00000 14500.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0015 805-78746 5.000 m | 80.00000 400.00| 80.00000 400.00| PREFORMED LOOP DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 477 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 326,435.13 ROUTE : 62 CALL ORDER : 477 CONTRACT ID : M -25512-A COUNTIES : WARRICK LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 805-78785 1.000 EACH| 650.00000 650.00| 650.00000 650.00| SIGNAL DETECTOR HOUSING | | | 0017 805-78795 5.000 m | 36.00000 180.00| 36.00000 180.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 805-78800 1.000 EACH| 350.00000 350.00| 350.00000 350.00| SIGNAL DETECTOR HOUSING INSTALL | | | 0019 808-06702 750.000 m | 1.65000 1237.50| 1.65000 1237.50| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0020 808-75065 1.000 EACH| 100.00000 100.00| 100.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, SCHOOL | | | 0021 808-75256 50.000 m | 3.33000 166.50| 3.33000 166.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0022 808-75297 60.000 m | 10.00000 600.00| 10.00000 600.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0023 808-75300 220.000 m | 2.50000 550.00| 2.50000 550.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0024 808-75320 23.000 EACH| 49.00000 1127.00| 49.00000 1127.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 3.000 EACH| 67.00000 201.00| 67.00000 201.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 208,387.00| $ 222,247.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 208,387.00| $ 222,247.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 485 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 166,156.84 ROUTE : 231 CALL ORDER : 485 CONTRACT ID : M -26094-A COUNTIES : SPENCER LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 172,172.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 194,283.00 112.8423% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL ONLY | | | 0001 105-07038 3.000 MOS | 3866.00000 11598.00| 1800.00000 5400.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 8600.00000 8600.00| 9700.00000 9700.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-52309 400.000 TON | 21.70000 8680.00| 28.00000 11200.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0004 305-05204 100.000 TON | 105.00000 10500.00| 195.00000 19500.00| HMA FOR PATCHING | | | 0005 402-05495 2450.000 TON | 42.00000 102900.00| 49.00000 120050.00| HMA WEDGE AND LEVEL | | | 0006 405-05517 19.000 TON | 300.00000 5700.00| 280.00000 5320.00| ASPHALT FOR PRIME COAT | | | 0007 406-05520 1.000 TON | 450.00000 450.00| 165.00000 165.00| ASPHALT FOR TACK COAT | | | 0008 801-06207 1255.000 LFT | 1.00000 1255.00| 3.00000 3765.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 47.000 EACH| 53.00000 2491.00| 53.00000 2491.00| CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 8600.00000 8600.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0011 808-06712 2050.000 LFT | 0.08000 164.00| 0.08000 164.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0012 808-06713 25100.000 LFT | 0.08000 2008.00| 0.08000 2008.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 14000.000 LFT | 0.08000 1120.00| 0.08000 1120.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-75996 280.000 EACH| 4.95000 1386.00| 6.00000 1680.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 485 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 166,156.84 ROUTE : 231 CALL ORDER : 485 CONTRACT ID : M -26094-A COUNTIES : SPENCER LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75998 280.000 EACH| 24.00000 6720.00| 24.00000 6720.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 172,172.00| $ 194,283.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 172,172.00| $ 194,283.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 218, 31 CALL ORDER : 491 CONTRACT ID : M -26106-A COUNTIES : MIAMI LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/20/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 790,429.86 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 499 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,000.00 ROUTE : VARIOUS CALL ORDER : 499 CONTRACT ID : M -26112-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 151,400.00 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 158,740.00 104.8480% 3 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 186,747.00 123.3467% 4 35-1127746 S & G EXCAVATING INC $ 249,950.00 165.0924% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2070195 |(3) 35-2032723 |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI|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 105-06657 6.000 MOS | 400.00000 2400.00| 90.00000 540.00| 150.00000 900.00 PHONE, CELLULAR | | | 0002 110-01001 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-90788 LUMP| 48000.00000 48000.00| 50000.00000 50000.00| 51412.00000 51412.00 DEBRIS, REMOVE STR. #1 | | | 0004 201-90788 LUMP| 30000.00000 30000.00| 37900.00000 37900.00| 51412.00000 51412.00 DEBRIS, REMOVE STR. #2 | | | 0005 201-90788 LUMP| 14000.00000 14000.00| 10900.00000 10900.00| 18236.00000 18236.00 DEBRIS, REMOVE STR. #3 | | | 0006 201-90788 LUMP| 5000.00000 5000.00| 10900.00000 10900.00| 1102.00000 1102.00 DEBRIS, REMOVE STR. #4 | | | 0007 201-90788 LUMP| 17000.00000 17000.00| 10900.00000 10900.00| 19586.00000 19586.00 DEBRIS, REMOVE STR. #5 | | | 0008 201-90788 LUMP| 7000.00000 7000.00| 10900.00000 10900.00| 4793.00000 4793.00 DEBRIS, REMOVE STR. #6 | | | 0009 201-90788 LUMP| 4000.00000 4000.00| 3900.00000 3900.00| 2204.00000 2204.00 DEBRIS, REMOVE STR. #7 | | | 0010 201-90788 LUMP| 2000.00000 2000.00| 3900.00000 3900.00| 1102.00000 1102.00 DEBRIS, REMOVE STR. #8 | | | 0011 205-03371 500.000 CYS | 10.00000 5000.00| 7.00000 3500.00| 16.00000 8000.00 SEDIMENT, REMOVE STR. #1 | | | 0012 205-03371 500.000 CYS | 10.00000 5000.00| 7.00000 3500.00| 16.00000 8000.00 SEDIMENT, REMOVE STR. #2 | | | 0013 801-06775 LUMP| 6000.00000 6000.00| 3900.00000 3900.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 151,400.00| $ 158,740.00| $ 186,747.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 151,400.00| $ 158,740.00| $ 186,747.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 499 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,000.00 ROUTE : VARIOUS CALL ORDER : 499 CONTRACT ID : M -26112-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1127746 | | |S & G EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 105-06657 6.000 MOS | 75.00000 450.00| | PHONE, CELLULAR | | | 0002 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-90788 LUMP| 49000.00000 49000.00| | DEBRIS, REMOVE STR. #1 | | | 0004 201-90788 LUMP| 61000.00000 61000.00| | DEBRIS, REMOVE STR. #2 | | | 0005 201-90788 LUMP| 25000.00000 25000.00| | DEBRIS, REMOVE STR. #3 | | | 0006 201-90788 LUMP| 5000.00000 5000.00| | DEBRIS, REMOVE STR. #4 | | | 0007 201-90788 LUMP| 49000.00000 49000.00| | DEBRIS, REMOVE STR. #5 | | | 0008 201-90788 LUMP| 12500.00000 12500.00| | DEBRIS, REMOVE STR. #6 | | | 0009 201-90788 LUMP| 6000.00000 6000.00| | DEBRIS, REMOVE STR. #7 | | | 0010 201-90788 LUMP| 2000.00000 2000.00| | DEBRIS, REMOVE STR. #8 | | | 0011 205-03371 500.000 CYS | 23.00000 11500.00| | SEDIMENT, REMOVE STR. #1 | | | 0012 205-03371 500.000 CYS | 23.00000 11500.00| | SEDIMENT, REMOVE STR. #2 | | | 0013 801-06775 LUMP| 2000.00000 2000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 249,950.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,950.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 509 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 244,002.45 ROUTE : SP INSTITUTION CALL ORDER : 509 CONTRACT ID : M -26143-A COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 18 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 $ 184,550.05 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 245,538.50 133.0471% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1365.00000 4095.00| 1500.00000 4500.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 1360.00000 1360.00| 1200.00000 1200.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5865.00000 5865.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 186.000 SYS | 10.55000 1962.30| 15.00000 2790.00| PAVEMENT, REMOVE | | | 0005 203-02000 1960.000 CYS | 4.75000 9310.00| 16.00000 31360.00| EXCAVATION, COMMON | | | 0006 303-04075 700.000 TON | 14.90000 10430.00| 17.00000 11900.00| COMPACTED AGGREGATE, O, 73 | | | 0007 303-52308 1300.000 TON | 11.75000 15275.00| 17.00000 22100.00| COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 82.000 TON | 58.00000 4756.00| 60.00000 4920.00| HMA FOR PATCHING | | | 0009 402-05474 2576.000 TON | 29.75000 76636.00| 34.50000 88872.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 1267.000 TON | 38.25000 48462.75| 39.00000 49413.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0011 406-05520 7.150 TON | 280.00000 2002.00| 250.00000 1787.50| ASPHALT FOR TACK COAT | | | 0012 615-06496 50.000 EACH| 62.00000 3100.00| 90.00000 4500.00| PARKING BARRIER | | | 0013 801-06640 12.000 EACH| 58.00000 696.00| 58.00000 696.00| CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 600.00000 600.00| 9500.00000 9500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 184,550.05| $ 245,538.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,550.05| $ 245,538.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 515 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,742.00 ROUTE : I-74 CALL ORDER : 515 CONTRACT ID : M -26147-B COUNTIES : DEARBORN DECATUR LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS CONTRACT TIME : 50 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2045735 J & M CONTRACTING, INC. CONDITIONAL BID & NOT AWARDABLE $ 29,789.00 100.0000% 2 35-1958578 FEENEY, V., INC. AWARD $ 29,999.00 100.7049% 3 35-1636776 LINKEL COMPANY $ 42,000.00 140.9916% 4 35-1917122 FIRST CLASS LANDSCAPING INC. $ 47,790.00 160.4283% 5 35-2032723 L M S ENVIRONMENTAL CONTRACTING $ 49,800.00 167.1758% ==================================================================================================================================== |(1) 35-2045735 |(2) 35-1958578 |(3) 35-1636776 |J & M CONTRACTING, INC. |FEENEY, V., INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 10000.00000 10000.00| 8498.75000 8498.75| 12500.00000 12500.00 MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 10000.00000 10000.00| 14000.50000 14000.50| 22000.00000 22000.00 MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 9789.00000 9789.00| 7499.75000 7499.75| 7500.00000 7500.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 29,789.00| $ 29,999.00| $ 42,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,789.00| $ 29,999.00| $ 42,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 515 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,742.00 ROUTE : I-74 CALL ORDER : 515 CONTRACT ID : M -26147-B COUNTIES : DEARBORN DECATUR LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT FRANKLIN OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1917122 |(5) 35-2032723 | |FIRST CLASS LANDSCAPING INC.|L M S ENVIRONMENTAL CONTRACT| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04884 1.000 CYCL| 15000.00000 15000.00| 15000.00000 15000.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 17790.00000 17790.00| 19800.00000 19800.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 15000.00000 15000.00| 15000.00000 15000.00| MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 47,790.00| $ 49,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 47,790.00| $ 49,800.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 248,924.92 ROUTE : SP INSTITUTION CALL ORDER : 521 CONTRACT ID : M -26214-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 219,576.20 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 221,231.65 100.7539% 3 31-4351261 SHELLY & SANDS, INC. $ 226,224.77 103.0279% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 233,464.50 106.3250% 5 35-1033872 GRADY BROTHERS, INC. $ 241,305.88 109.8961% 6 35-1139301 E & B PAVING, INC. $ 255,131.50 116.1926% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 31-4351261 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 3522.71000 3522.71| 1100.00000 1100.00| 1068.39000 1068.39 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 10000.00000 10000.00| 11050.00000 11050.00| 2502.68000 2502.68 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2746.000 SYS | 2.50000 6865.00| 2.90000 7963.40| 1.95000 5354.70 SURFACE MILLING, ASPHALT , VARIABLE | | | DEPTH, 0 TO 1 1/2" | | | 0004 202-60820 518.000 SYS | 7.63000 3952.34| 8.50000 4403.00| 7.89000 4087.02 SURFACE MILLING, ASPHALT , VARIABLE | | | DEPTH, 0 TO 8" | | | 0005 203-60778 LUMP| 2180.56000 2180.56| 2100.00000 2100.00| 8012.90000 8012.90 GRADING , SITE | | | 0006 303-52308 303.000 TON | 18.27000 5535.81| 25.00000 7575.00| 16.83000 5099.49 COMPACTED AGGREGATE, O, 53 | | | 0007 305-06082 228.000 TON | 76.69000 17485.32| 65.00000 14820.00| 88.89000 20266.92 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0008 402-05468 1714.500 TON | 34.81000 59681.75| 37.00000 63436.50| 32.42000 55584.09 HMA BASE 25.0 mm, MAINLINE | | | 0009 402-05474 876.500 TON | 37.67000 33017.76| 37.50000 32868.75| 32.18000 28205.77 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 1668.500 TON | 41.97000 70026.95| 42.00000 70077.00| 49.69000 82907.77 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 405-05517 25.200 TON | 260.00000 6552.00| 200.00000 5040.00| 329.05000 8292.06 ASPHALT FOR PRIME COAT | | | 0012 406-05520 4.200 TON | 180.00000 756.00| 190.00000 798.00| 1153.09000 4842.98 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 248,924.92 ROUTE : SP INSTITUTION CALL ORDER : 521 CONTRACT ID : M -26214-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1917625 |(3) 31-4351261 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 219,576.20| $ 221,231.65| $ 226,224.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,576.20| $ 221,231.65| $ 226,224.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 248,924.92 ROUTE : SP INSTITUTION CALL ORDER : 521 CONTRACT ID : M -26214-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1033872 |(6) 35-1139301 |RIETH RILEY CONSTRUCTION |GRADY BROTHERS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 3250.00000 3250.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 11600.00000 11600.00| 3500.00000 3500.00| 11799.50000 11799.50 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2746.000 SYS | 3.00000 8238.00| 2.50000 6865.00| 3.00000 8238.00 SURFACE MILLING, ASPHALT , VARIABLE | | | DEPTH, 0 TO 1 1/2" | | | 0004 202-60820 518.000 SYS | 7.50000 3885.00| 12.50000 6475.00| 10.00000 5180.00 SURFACE MILLING, ASPHALT , VARIABLE | | | DEPTH, 0 TO 8" | | | 0005 203-60778 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2350.00000 2350.00 GRADING , SITE | | | 0006 303-52308 303.000 TON | 22.00000 6666.00| 15.50000 4696.50| 24.00000 7272.00 COMPACTED AGGREGATE, O, 53 | | | 0007 305-06082 228.000 TON | 80.00000 18240.00| 85.00000 19380.00| 138.00000 31464.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0008 402-05468 1714.500 TON | 35.00000 60007.50| 39.25000 67294.13| 36.00000 61722.00 HMA BASE 25.0 mm, MAINLINE | | | 0009 402-05474 876.500 TON | 38.00000 33307.00| 40.50000 35498.25| 43.00000 37689.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0010 402-05477 1668.500 TON | 46.00000 76751.00| 48.00000 80088.00| 49.00000 81756.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 405-05517 25.200 TON | 275.00000 6930.00| 295.00000 7434.00| 150.00000 3780.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 4.200 TON | 200.00000 840.00| 375.00000 1575.00| 150.00000 630.00 ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 233,464.50| $ 241,305.88| $ 255,131.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 233,464.50| $ 241,305.88| $ 255,131.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 533 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,710.98 ROUTE : SR 827 CALL ORDER : 533 CONTRACT ID : M -26225-A COUNTIES : STEUBEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 154,092.63 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 197,869.00 128.4091% 3 62-1492793 API CONSTRUCTION CORP. $ 199,147.65 129.2389% 4 35-1065659 BROOKS CONSTRUCTION $ 213,257.88 138.3958% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 62-1492793 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |API CONSTRUCTION CORP. 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| 2000.00000 2000.00| 1500.00000 1500.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1200.00000 3600.00| 1400.00000 4200.00| 1800.00000 5400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 7700.00000 7700.00| 9750.00000 9750.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02279 60.000 LFT | 7.56000 453.60| 18.00000 1080.00| 7.00000 420.00 CURB AND GUTTER, REMOVE | | | 0005 202-52710 7.140 SYS | 5.00000 35.70| 106.00000 756.84| 60.00000 428.40 SIDEWALK, CONCRETE, REMOVE | | | 0006 202-60820 7087.000 SYS | 1.15000 8150.05| 1.00000 7087.00| 1.00000 7087.00 SURFACE MILLING, ASPHALT | | | 0007 303-04075 213.000 TON | 23.00000 4899.00| 23.00000 4899.00| 18.00000 3834.00 COMPACTED AGGREGATE, O, 73 | | | 0008 303-52308 678.000 TON | 15.00000 10170.00| 16.00000 10848.00| 18.00000 12204.00 COMPACTED AGGREGATE, O, 53 | | | 0009 305-05204 89.100 TON | 46.00000 4098.60| 75.00000 6682.50| 85.00000 7573.50 HMA FOR PATCHING | | | 0010 305-05206 675.000 TON | 26.00000 17550.00| 33.00000 22275.00| 47.00000 31725.00 WIDENING WITH HMA | | | 0011 305-60400 29.700 TON | 8.00000 237.60| 58.00000 1722.60| 50.00000 1485.00 COMPACTED AGGREGATE FOR PATCHING | | | 0012 402-05477 1750.000 TON | 29.00000 50750.00| 36.00000 63000.00| 40.00000 70000.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 58.700 TON | 39.00000 2289.30| 45.00000 2641.50| 40.00000 2348.00 HMA WEDGE AND LEVEL | | | 0014 406-05520 5.200 TON | 145.00000 754.00| 225.00000 1170.00| 175.00000 910.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 533 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,710.98 ROUTE : SR 827 CALL ORDER : 533 CONTRACT ID : M -26225-A COUNTIES : STEUBEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 62-1492793 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 503-03489 2.000 EACH| 15.00000 30.00| 100.00000 200.00| 10.00000 20.00 RETROFITTED TIE BARS | | | 0016 604-06069 2.140 SYS | 60.00000 128.40| 58.00000 124.12| 50.00000 107.00 CURB RAMP, CONCRETE TYPE H | | | 0017 604-06070 2.500 SYS | 36.00000 90.00| 50.00000 125.00| 40.00000 100.00 SIDEWALK, CONCRETE | | | 0018 605-06125 6.000 LFT | 26.00000 156.00| 27.00000 162.00| 25.00000 150.00 CURB, CONCRETE, MODIFIED | | | 0019 605-06140 50.000 LFT | 19.00000 950.00| 27.00000 1350.00| 20.00000 1000.00 CURB AND GUTTER, CONCRETE | | | 0020 605-94285 39.000 LFT | 28.00000 1092.00| 34.00000 1326.00| 20.00000 780.00 CURB, CONCRETE RECONSTRUCTED | | | 0021 610-05527 299.630 TON | 51.00000 15281.13| 88.00000 26367.44| 60.00000 17977.80 HMA FOR APPROACHES | | | 0022 720-44000 4.000 EACH| 325.00000 1300.00| 300.00000 1200.00| 300.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0023 801-06203 605.000 LFT | 0.01000 6.05| 0.75000 453.75| 0.70000 423.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 605.000 LFT | 1.00000 605.00| 1.25000 756.25| 0.25000 151.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 20.000 EACH| 90.00000 1800.00| 100.00000 2000.00| 90.00000 1800.00 CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 8760.00000 8760.00| 13000.00000 13000.00| 14140.00000 14140.00 MAINTAINING TRAFFIC | | | 0027 802-91122 4.000 EACH| 194.50000 778.00| 240.00000 960.00| 120.00000 480.00 SIGN, GROUND MOUNTED, RESET | | | 0028 808-06713 12100.000 LFT | 0.13000 1573.00| 0.14000 1694.00| 0.13000 1573.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-75240 4362.000 LFT | 0.43000 1875.66| 0.45000 1962.90| 0.43000 1875.66 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0030 808-75245 7778.000 LFT | 0.43000 3344.54| 0.45000 3500.10| 0.43000 3344.54 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0031 808-75297 30.000 LFT | 5.00000 150.00| 6.00000 180.00| 5.00000 150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75996 130.000 EACH| 4.50000 585.00| 12.00000 1560.00| 12.00000 1560.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 533 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,710.98 ROUTE : SR 827 CALL ORDER : 533 CONTRACT ID : M -26225-A COUNTIES : STEUBEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 62-1492793 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75998 145.000 EACH| 20.00000 2900.00| 23.00000 3335.00| 20.00000 2900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 154,092.63| $ 197,869.00| $ 199,147.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 154,092.63| $ 197,869.00| $ 199,147.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 533 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,710.98 ROUTE : SR 827 CALL ORDER : 533 CONTRACT ID : M -26225-A COUNTIES : STEUBEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS 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| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1610.00000 4830.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 10600.00000 10600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02279 60.000 LFT | 13.00000 780.00| | CURB AND GUTTER, REMOVE | | | 0005 202-52710 7.140 SYS | 26.50000 189.21| | SIDEWALK, CONCRETE, REMOVE | | | 0006 202-60820 7087.000 SYS | 2.25000 15945.75| | SURFACE MILLING, ASPHALT | | | 0007 303-04075 213.000 TON | 16.85000 3589.05| | COMPACTED AGGREGATE, O, 73 | | | 0008 303-52308 678.000 TON | 17.00000 11526.00| | COMPACTED AGGREGATE, O, 53 | | | 0009 305-05204 89.100 TON | 95.10000 8473.41| | HMA FOR PATCHING | | | 0010 305-05206 675.000 TON | 33.20000 22410.00| | WIDENING WITH HMA | | | 0011 305-60400 29.700 TON | 5.00000 148.50| | COMPACTED AGGREGATE FOR PATCHING | | | 0012 402-05477 1750.000 TON | 39.00000 68250.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05495 58.700 TON | 40.50000 2377.35| | HMA WEDGE AND LEVEL | | | 0014 406-05520 5.200 TON | 275.00000 1430.00| | ASPHALT FOR TACK COAT | | | 0015 503-03489 2.000 EACH| 1.15000 2.30| | RETROFITTED TIE BARS | | | 0016 604-06069 2.140 SYS | 165.00000 353.10| | CURB RAMP, CONCRETE TYPE H | | | 0017 604-06070 2.500 SYS | 138.00000 345.00| | SIDEWALK, CONCRETE | | | 0018 605-06125 6.000 LFT | 55.65000 333.90| | CURB, CONCRETE, MODIFIED | | | 0019 605-06140 50.000 LFT | 31.85000 1592.50| | CURB AND GUTTER, CONCRETE | | | 0020 605-94285 39.000 LFT | 28.00000 1092.00| | CURB, CONCRETE RECONSTRUCTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 533 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 235,710.98 ROUTE : SR 827 CALL ORDER : 533 CONTRACT ID : M -26225-A COUNTIES : STEUBEN LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-05527 299.630 TON | 67.00000 20075.21| | HMA FOR APPROACHES | | | 0022 720-44000 4.000 EACH| 526.00000 2104.00| | CASTING, ADJUST TO GRADE | | | 0023 801-06203 605.000 LFT | 0.16000 96.80| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0024 801-06207 605.000 LFT | 0.92000 556.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0025 801-06640 20.000 EACH| 90.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0026 801-06775 LUMP| 21700.00000 21700.00| | MAINTAINING TRAFFIC | | | 0027 802-91122 4.000 EACH| 225.00000 900.00| | SIGN, GROUND MOUNTED, RESET | | | 0028 808-06713 12100.000 LFT | 0.13000 1573.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0029 808-75240 4362.000 LFT | 0.43000 1875.66| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0030 808-75245 7778.000 LFT | 0.43000 3344.54| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0031 808-75297 30.000 LFT | 5.00000 150.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0032 808-75996 130.000 EACH| 5.30000 689.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 145.000 EACH| 20.00000 2900.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 213,257.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 213,257.88| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 539 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,946.75 ROUTE : VARIOUS CALL ORDER : 539 CONTRACT ID : M -26236-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 186,608.65 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 226,846.00 121.5624% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 110-01001 LUMP| 600.00000 600.00| 2000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 601-03443 17.000 EACH| 54.00000 918.00| 85.00000 1445.00| CAT UNIT FOUNDATION TUBE, MK ST WITH | | | SOIL PLATES, MK SP LABOR ONLY | | | 0003 601-03452 5.000 EACH| 55.00000 275.00| 75.00000 375.00| EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR ONLY| | | 0004 601-03453 40.000 EACH| 3.85000 154.00| 4.00000 160.00| GUARDRAIL, CLAMP BAR, 7.125 IN., | | | ALUMINUM | | | 0005 601-03454 1.000 EACH| 60.00000 60.00| 90.00000 90.00| GUARDRAIL, ALUMINUM MODIFIED TERMINAL | | | ENDS | | | 0006 601-03455 1.000 EACH| 27.50000 27.50| 20.00000 20.00| GUARDRAIL, ALUMINUM OFFSET BRACKET, | | | TYPE E | | | 0007 601-03456 5.000 EACH| 43.90000 219.50| 75.00000 375.00| GUARDRAIL POST, WOOD TYPE W5 | | | 0008 601-03457 20.000 EACH| 102.00000 2040.00| 125.00000 2500.00| GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | | FT. 6 IN. | | | 0009 601-03460 300.000 LFT | 3.40000 1020.00| 3.50000 1050.00| GUARDRAIL, CHANNEL 6.7 LBS PER LFT., | | | LABOR ONLY | | | 0010 601-03462 160.000 EACH| 40.00000 6400.00| 50.00000 8000.00| GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | | 7 FT. 0 IN. | | | 0011 601-03464 20.000 EACH| 24.00000 480.00| 40.00000 800.00| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 539 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,946.75 ROUTE : VARIOUS CALL ORDER : 539 CONTRACT ID : M -26236-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-03469 550.000 EACH| 3.50000 1925.00| 5.00000 2750.00| W BEAM BACK UP PLATE, STEEL | | | 0013 601-03471 15.000 EACH| 3000.00000 45000.00| 3200.00000 48000.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0014 601-03492 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | | LABOR FOR REPAIR _ | | | 0015 601-06798 25.000 EACH| 9.50000 237.50| 10.00000 250.00| TIMBER BLOCK | | | 0016 601-07179 2.000 EACH| 1425.00000 2850.00| 2400.00000 4800.00| ET_2000 OS UNIT, COMPLETE WITHOUT | | | FOUNDATION TUBES OR SOIL PLATES, ABOVE | | | GROUND COMPONENTS ONLY | | | 0017 601-61370 200.000 EACH| 11.75000 2350.00| 10.00000 2000.00| GUARD RAIL POST BRACKET, 8.5 LBS PER | | | LFT., GALVANIZED 1 FT. 2.25 IN. | | | 0018 601-61545 5.000 EACH| 12.50000 62.50| 20.00000 100.00| GUARD RAIL POST, ALUMINUM, INSTALL | | | LABOR ONLY | | | 0019 601-62070 16000.000 LFT | 5.20000 83200.00| 5.85000 93600.00| GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0020 601-62080 125.000 LFT | 7.20000 900.00| 10.00000 1250.00| GUARD RAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0021 601-62100 70.000 EACH| 19.50000 1365.00| 40.00000 2800.00| GUARD RAIL POST, STEEL, INSTALL LABOR | | | ONLY | | | 0022 601-62540 1500.000 EACH| 14.75000 22125.00| 19.00000 28500.00| GUARD RAIL POST, PLUMB | | | 0023 601-62555 65.000 LFT | 1.50000 97.50| 4.00000 260.00| GUARD RAIL,, TUBING, ELIPTICAL, | | | ALUMINUM, LABOR ONLY | | | 0024 601-62570 6.000 EACH| 2.30000 13.80| 10.00000 60.00| GUARD RAIL DIAPHRAGM, ALUMINUM | | | 0025 601-62580 6.000 EACH| 15.50000 93.00| 12.00000 72.00| GUARD RAIL SPLICE BAR, ALUMINUM | | | 0026 601-91468 20.000 EACH| 31.50000 630.00| 45.00000 900.00| GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 6 FT. 0 IN. LONG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 539 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 241,946.75 ROUTE : VARIOUS CALL ORDER : 539 CONTRACT ID : M -26236-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 | |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0027 601-91504 2.000 EACH| 81.00000 162.00| 90.00000 180.00| GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0028 601-91505 2.000 EACH| 43.00000 86.00| 70.00000 140.00| GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0029 601-91510 2.000 EACH| 43.00000 86.00| 70.00000 140.00| GUARD RAIL POST, W3, 8 IN. X 8 IN. | | | 0030 601-91511 2.000 EACH| 40.00000 80.00| 70.00000 140.00| GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0031 601-91542 3.000 EACH| 11.00000 33.00| 20.00000 60.00| GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0032 601-91575 2.000 EACH| 11.00000 22.00| 20.00000 40.00| GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0033 601-91576 2.000 EACH| 9.50000 19.00| 22.00000 44.00| GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0034 601-91649 3.000 EACH| 93.00000 279.00| 130.00000 390.00| GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0035 601-91653 2.000 EACH| 88.00000 176.00| 100.00000 200.00| GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0036 601-92271 80.000 EACH| 5.00000 400.00| 5.00000 400.00| GUARD RAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY | | | 0037 601-92355 1.000 EACH| 33.60000 33.60| 50.00000 50.00| GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0038 601-95342 3.000 EACH| 67.50000 202.50| 75.00000 225.00| GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0039 601-97054 15.000 EACH| 11.75000 176.25| 12.00000 180.00| GUARD RAIL BRACKET, STEEL, OFFSET | | | 0040 801-06640 6.000 EACH| 135.00000 810.00| 200.00000 1200.00| CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 500.00000 500.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0042 105-07038 12.000 MOS | 750.00000 9000.00| 1400.00000 16800.00| FIELD OFFICE, A | | | SECTION TOTALS | $ 186,608.65| $ 226,846.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 186,608.65| $ 226,846.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,065.00 ROUTE : VARIOUS CALL ORDER : 541 CONTRACT ID : M -26237-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/31/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 71,000.00 100.0000% 2 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 80,635.41 113.5710% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 97,985.00 138.0070% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 113,648.50 160.0683% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-0906416 |(3) 35-1364963 |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE BARRIER WALL REPAIR | | | 0001 601-04746 1.000 EACH| 5400.00000 5400.00| 6400.24000 6400.24| 5000.00000 5000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0002 602-06639 310.000 LFT | 38.00000 11780.00| 68.33000 21182.30| 20.00000 6200.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0003 602-06646 100.000 LFT | 36.00000 3600.00| 68.33000 6833.00| 18.00000 1800.00 TEMPORARY CONCRETE BARRIER | | | 0004 702-51863 16.000 EACH| 20.00000 320.00| 22.25000 356.00| 10.00000 160.00 FIELD DRILLED HOLE IN CONCRETE | | | 0005 702-52376 18.000 CYS | 2200.00000 39600.00| 2140.39000 38527.02| 1250.00000 22500.00 CONCRETE, C, STRUCTURES | | | 0006 703-51032 100.000 LBS | 3.00000 300.00| 3.27000 327.00| 2.00000 200.00 REINFORCING STEEL, EPOXY COATED | | | 0007 801-06207 100.000 LFT | 4.00000 400.00| 3.84000 384.00| 4.00000 400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 25.000 EACH| 150.00000 3750.00| 192.01000 4800.25| 150.00000 3750.00 CONSTRUCTION SIGN, A | | | 0009 801-06645 2.000 EACH| 50.00000 100.00| 76.80000 153.60| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0010 801-06710 15.000 DAY | 50.00000 750.00| 44.80000 672.00| 25.00000 375.00 FLASHING ARROW SIGN | | | 0011 110-07025 10.000 EACH| 500.00000 5000.00| 100.00000 1000.00| 5750.00000 57500.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 71,000.00| $ 80,635.41| $ 97,985.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 71,000.00| $ 80,635.41| $ 97,985.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 72,065.00 ROUTE : VARIOUS CALL ORDER : 541 CONTRACT ID : M -26237-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE BARRIER WALL REPAIR | | | 0001 601-04746 1.000 EACH| 5175.00000 5175.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0002 602-06639 310.000 LFT | 57.50000 17825.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0003 602-06646 100.000 LFT | 57.50000 5750.00| | TEMPORARY CONCRETE BARRIER | | | 0004 702-51863 16.000 EACH| 26.25000 420.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0005 702-52376 18.000 CYS | 2231.25000 40162.50| | CONCRETE, C, STRUCTURES | | | 0006 703-51032 100.000 LBS | 2.16000 216.00| | REINFORCING STEEL, EPOXY COATED | | | 0007 801-06207 100.000 LFT | 2.10000 210.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 25.000 EACH| 105.00000 2625.00| | CONSTRUCTION SIGN, A | | | 0009 801-06645 2.000 EACH| 105.00000 210.00| | CONSTRUCTION SIGN, B | | | 0010 801-06710 15.000 DAY | 42.00000 630.00| | FLASHING ARROW SIGN | | | 0011 110-07025 10.000 EACH| 4042.50000 40425.00| | MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 113,648.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 113,648.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 543 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 121,326.75 ROUTE : VARIOUS CALL ORDER : 543 CONTRACT ID : M -26238-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/30/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 100,906.60 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 112,370.00 111.3604% 3 35-1965249 TRIAD CONSTRUCTION, INC. $ 157,000.00 155.5894% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-1965249 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |TRIAD CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 110-01001 LUMP| 1000.00000 1000.00| 500.00000 500.00| 7850.00000 7850.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 601-03452 5.000 EACH| 60.00000 300.00| 75.00000 375.00| 100.00000 500.00 EXCAVATION OF DAMAGED STEEL BEAM | | | GUARDRAIL BURIED END SECTION, LABOR ONLY| | | 0003 601-03456 5.000 EACH| 45.00000 225.00| 75.00000 375.00| 60.00000 300.00 GUARDRAIL POST, WOOD TYPE W5 | | | 0004 601-03457 10.000 EACH| 102.00000 1020.00| 125.00000 1250.00| 150.00000 1500.00 GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | | FT. 6 IN. | | | 0005 601-03462 100.000 EACH| 40.00000 4000.00| 45.00000 4500.00| 50.00000 5000.00 GUARDRAIL, POST STEEL, 8.5 LBS PER LFT, | | | 7 FT. 0 IN. | | | 0006 601-03464 15.000 EACH| 24.00000 360.00| 35.00000 525.00| 30.00000 450.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0007 601-03469 300.000 EACH| 3.50000 1050.00| 5.00000 1500.00| 5.00000 1500.00 W BEAM BACK UP PLATE, STEEL | | | 0008 601-03471 8.000 EACH| 3000.00000 24000.00| 3200.00000 25600.00| 3000.00000 24000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | 0009 601-03492 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL, MISCELLANEOUS MATERIAL, AND | | | LABOR FOR REPAIR _ | | | 0010 601-06798 15.000 EACH| 9.50000 142.50| 10.00000 150.00| 10.00000 150.00 TIMBER BLOCK | | | 0011 601-07179 2.000 EACH| 1425.00000 2850.00| 2400.00000 4800.00| 2000.00000 4000.00 ET_2000 OS UNIT, COMPLETE WITHOUT | | | FOUNDATION TUBES OR SOIL PLATES, ABOVE | | | GROUND COMPONENTS ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 543 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 121,326.75 ROUTE : VARIOUS CALL ORDER : 543 CONTRACT ID : M -26238-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-1965249 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |TRIAD CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-61370 100.000 EACH| 11.75000 1175.00| 10.00000 1000.00| 15.00000 1500.00 GUARD RAIL POST BRACKET, 8.5 LBS PER | | | LFT., GALVANIZED 1 FT. 2.25 IN. | | | 0013 601-62070 9000.000 LFT | 5.25000 47250.00| 5.55000 49950.00| 7.00000 63000.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0014 601-62080 75.000 LFT | 7.20000 540.00| 8.00000 600.00| 9.00000 675.00 GUARD RAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0015 601-62540 750.000 EACH| 14.75000 11062.50| 18.00000 13500.00| 19.00000 14250.00 GUARD RAIL POST, PLUMB | | | 0016 601-91468 15.000 EACH| 31.50000 472.50| 42.00000 630.00| 40.00000 600.00 GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 6 FT. 0 IN. LONG | | | 0017 601-91504 2.000 EACH| 81.00000 162.00| 90.00000 180.00| 95.00000 190.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0018 601-91505 2.000 EACH| 43.00000 86.00| 70.00000 140.00| 75.00000 150.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0019 601-91510 2.000 EACH| 43.00000 86.00| 70.00000 140.00| 75.00000 150.00 GUARD RAIL POST, W3, 8 IN. X 8 IN. | | | 0020 601-91511 2.000 EACH| 40.00000 80.00| 70.00000 140.00| 75.00000 150.00 GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0021 601-91542 3.000 EACH| 11.00000 33.00| 18.00000 54.00| 15.00000 45.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0022 601-91575 2.000 EACH| 11.00000 22.00| 18.00000 36.00| 15.00000 30.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0023 601-91576 2.000 EACH| 9.50000 19.00| 30.00000 60.00| 15.00000 30.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0024 601-91649 3.000 EACH| 93.00000 279.00| 130.00000 390.00| 150.00000 450.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0025 601-91653 2.000 EACH| 88.00000 176.00| 100.00000 200.00| 125.00000 250.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0026 601-92355 1.000 EACH| 33.60000 33.60| 50.00000 50.00| 50.00000 50.00 GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0027 601-95342 3.000 EACH| 67.50000 202.50| 75.00000 225.00| 60.00000 180.00 GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0028 601-98636 300.000 LFT | 4.90000 1470.00| 6.00000 1800.00| 13.00000 3900.00 GUARD RAIL CHANNEL, 6.7 LBS PER LFT., | | | GALVANIZED, 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 543 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 121,326.75 ROUTE : VARIOUS CALL ORDER : 543 CONTRACT ID : M -26238-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-1965249 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |TRIAD CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 801-06640 6.000 EACH| 135.00000 810.00| 200.00000 1200.00| 300.00000 1800.00 CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 500.00000 500.00| 1000.00000 1000.00| 22850.00000 22850.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 100,906.60| $ 112,370.00| $ 157,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 100,906.60| $ 112,370.00| $ 157,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 162,051.50 ROUTE : 31 CALL ORDER : 551 CONTRACT ID : M -26243-A COUNTIES : HOWARD LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 300000G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 164,984.00 100.0000% ==================================================================================================================================== |(1) 35-0524595 | | |MOHR CONSTRUCTION CO | | 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| 2300.00000 2300.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 6500.00000 6500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 5385.000 SYS | 3.00000 16155.00| | SURFACE MILLING, ASPHALT | | | 0004 305-05204 60.000 TON | 305.00000 18300.00| | HMA FOR PATCHING | | | 0005 401-05456 2000.000 TON | 53.00000 106000.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 4.500 TON | 202.00000 909.00| | ASPHALT FOR TACK COAT | | | 0007 801-06207 808.000 LFT | 1.00000 808.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0008 801-06640 22.000 EACH| 92.00000 2024.00| | CONSTRUCTION SIGN, A | | | 0009 801-06710 8.000 DAY | 63.25000 506.00| | FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 8250.00000 8250.00| | MAINTAINING TRAFFIC | | | 0011 808-06711 2025.000 LFT | 0.12000 243.00| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0012 808-06713 8100.000 LFT | 0.12000 972.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 8100.000 LFT | 0.12000 972.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-06726 60.000 LFT | 5.75000 345.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 162,051.50 ROUTE : 31 CALL ORDER : 551 CONTRACT ID : M -26243-A COUNTIES : HOWARD LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 | | |MOHR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75996 100.000 EACH| 7.00000 700.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 164,984.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,984.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 555 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 89,379.22 ROUTE : 52 CALL ORDER : 555 CONTRACT ID : M -26321-A COUNTIES : TIPPECANOE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/20/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 90,028.65 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 95,262.54 105.8135% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 102,000.00 113.2972% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE- CURBS AND MEDIAN ISLAND WORK | | | 0001 110-01001 LUMP| 4785.00000 4785.00| 8826.18000 8826.18| 5100.00000 5100.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02241 696.000 LFT | 4.20000 2923.20| 3.66000 2547.36| 4.00000 2784.00 GUARDRAIL, REMOVE | | | 0003 202-02274 1445.000 LFT | 9.20000 13294.00| 8.15000 11776.75| 13.00000 18785.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0004 203-02000 660.000 CYS | 16.68000 11008.80| 14.24000 9398.40| 25.00000 16500.00 EXCAVATION, COMMON | | | 0005 211-02050 153.000 CYS | 25.20000 3855.60| 27.96000 4277.88| 35.00000 5355.00 B BORROW | | | 0006 605-06120 1445.000 LFT | 24.15000 34896.75| 16.19000 23394.55| 15.00000 21675.00 CURB, CONCRETE | | | 0007 621-06570 610.000 CYS | 25.73000 15695.30| 41.42000 25266.20| 35.00000 21350.00 TOP SOIL | | | 0008 801-06640 17.000 EACH| 52.50000 892.50| 50.00000 850.00| 51.00000 867.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 2677.50000 2677.50| 8925.22000 8925.22| 9584.00000 9584.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 90,028.65| $ 95,262.54| $ 102,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 90,028.65| $ 95,262.54| $ 102,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 557 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 293,000.00 ROUTE : VARIOUS CALL ORDER : 557 CONTRACT ID : M -26325-A COUNTIES : POSEY VANDERBURGH LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT WARRICK CONTRACT TIME : 90 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2045735 J & M CONTRACTING, INC. $ 219,000.00 100.0000% 2 35-1636776 LINKEL COMPANY $ 225,000.00 102.7397% ==================================================================================================================================== |(1) 35-2045735 |(2) 35-1636776 | |J & M CONTRACTING, INC. |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, MOWING | | | 0001 623-04884 1.000 CYCL| 80000.00000 80000.00| 30000.00000 30000.00| MOWING, CYCLE NO. 1 | | | 0002 623-04885 1.000 CYCL| 75000.00000 75000.00| 35000.00000 35000.00| MOWING, CYCLE NO. 2 | | | 0003 623-04886 1.000 CYCL| 15000.00000 15000.00| 35000.00000 35000.00| MOWING, CYCLE NO. 3 | | | 0004 623-04887 1.000 CYCL| 15000.00000 15000.00| 30000.00000 30000.00| MOWING, CYCLE NO. 4 | | | 0005 623-05953 4.000 EACH| 1000.00000 4000.00| 5000.00000 20000.00| LEVEE MOWING | | | 0006 623-06922 15.000 CYCL| 2000.00000 30000.00| 5000.00000 75000.00| MOWING , FULL WIDTH, URBAN | | | SECTION TOTALS | $ 219,000.00| $ 225,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,000.00| $ 225,000.00| ====================================================================================================================================