INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 9 CALL ORDER : 240 CONTRACT ID : RS-25780-A COUNTIES : GRANT LETTING DATE : 03/19/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/30/02 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. $ 2,526,133.59 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,649,399.36 ROUTE : SR 56 CALL ORDER : 250 CONTRACT ID : RS-25839-A COUNTIES : GIBSON PIKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5063004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,467,092.97 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,610,000.00 109.7408% 3 35-1139301 E & B PAVING, INC. $ 1,618,637.75 110.3295% 4 35-0626844 RUDOLPH, J.H. & CO $ 1,678,827.75 114.4322% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-2040801 |(3) 35-1139301 |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I|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| 4050.00000 4050.00| 5500.00000 5500.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 760.00000 7600.00| 1250.00000 12500.00| 2000.00000 20000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15947.72000 15947.72| 80500.00000 80500.00| 80900.00000 80900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 15850.000 SYS | 1.25000 19812.50| 0.70000 11095.00| 1.00000 15850.00 SURFACE MILLING, ASPHALT | | | 0005 303-04095 2890.000 TON | 19.15000 55343.50| 18.00000 52020.00| 18.65000 53898.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 305-05204 800.000 TON | 84.25000 67400.00| 90.00000 72000.00| 82.00000 65600.00 HMA FOR PATCHING | | | 0007 401-05455 20400.000 TON | 28.10000 573240.00| 33.00000 673200.00| 32.00000 652800.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE , VOLUMETRIC | | | 0008 401-05456 10900.000 TON | 36.85000 401665.00| 36.00000 392400.00| 37.00000 403300.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0009 401-06264 LUMP| 4850.00000 4850.00| 4500.00000 4500.00| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0010 402-05495 770.000 TON | 38.25000 29452.50| 45.00000 34650.00| 55.00000 42350.00 HMA WEDGE AND LEVEL | | | 0011 405-05517 50.000 TON | 295.00000 14750.00| 280.00000 14000.00| 300.00000 15000.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 75.000 TON | 205.00000 15375.00| 175.00000 13125.00| 171.00000 12825.00 ASPHALT FOR TACK COAT | | | 0013 610-05527 2550.000 TON | 58.50000 149175.00| 48.00000 122400.00| 45.00000 114750.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,649,399.36 ROUTE : SR 56 CALL ORDER : 250 CONTRACT ID : RS-25839-A COUNTIES : GIBSON PIKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-2040801 |(3) 35-1139301 |ROGERS GROUP, INC. |GOHMANN ASPHALT & CONSTR., I|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 616-02320 270.000 SYS | 2.55000 688.50| 1.60000 432.00| 2.00000 540.00 GEOTEXTILES | | | 0015 616-06405 100.000 TON | 37.75000 3775.00| 27.00000 2700.00| 19.75000 1975.00 RIPRAP, REVETMENT | | | 0016 715-01354 100.000 LFT | 17.25000 1725.00| 70.00000 7000.00| 17.25000 1725.00 CLEAN EXISTING PIPE | | | 0017 720-44000 9.000 EACH| 335.00000 3015.00| 200.00000 1800.00| 475.00000 4275.00 CASTING, ADJUST TO GRADE | | | 0018 720-45005 1.000 EACH| 1975.00000 1975.00| 2000.00000 2000.00| 1725.00000 1725.00 INLET, A2 | | | 0019 801-06203 6090.000 LFT | 0.95000 5785.50| 0.50000 3045.00| 0.30000 1827.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 6090.000 LFT | 0.60000 3654.00| 1.00000 6090.00| 1.00000 6090.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 57.000 EACH| 91.00000 5187.00| 120.00000 6840.00| 90.00000 5130.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 32000.00000 32000.00| 38006.70000 38006.70| 47000.00000 47000.00 MAINTAINING TRAFFIC | | | 0023 805-05906 1.000 EACH| 5400.00000 5400.00| 6250.00000 6250.00| 5350.00000 5350.00 ATR STATION- 2 LANE | | | 0024 808-06712 15220.000 LFT | 0.05000 761.00| 0.04000 608.80| 0.05000 761.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 121725.000 LFT | 0.05000 6086.25| 0.04000 4869.00| 0.05000 6086.25 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 101650.000 LFT | 0.05000 5082.50| 0.04000 4066.00| 0.05000 5082.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75297 90.000 LFT | 3.55000 319.50| 13.50000 1215.00| 3.50000 315.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75340 2.000 EACH| 285.00000 570.00| 650.00000 1300.00| 280.00000 560.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0029 808-75996 1450.000 EACH| 2.85000 4132.50| 5.50000 7975.00| 2.80000 4060.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 1450.000 EACH| 19.50000 28275.00| 19.25000 27912.50| 20.25000 29362.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,467,092.97| $ 1,610,000.00| $ 1,618,637.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,467,092.97| $ 1,610,000.00| $ 1,618,637.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 250 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,649,399.36 ROUTE : SR 56 CALL ORDER : 250 CONTRACT ID : RS-25839-A COUNTIES : GIBSON PIKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & 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| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1700.00000 17000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 82000.00000 82000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 15850.000 SYS | 1.00000 15850.00| | SURFACE MILLING, ASPHALT | | | 0005 303-04095 2890.000 TON | 25.00000 72250.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 305-05204 800.000 TON | 60.00000 48000.00| | HMA FOR PATCHING | | | 0007 401-05455 20400.000 TON | 34.00000 693600.00| | QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE , VOLUMETRIC | | | 0008 401-05456 10900.000 TON | 38.75000 422375.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0009 401-06264 LUMP| 5000.00000 5000.00| | PROFILOGRAPH, HMA | | | 0010 402-05495 770.000 TON | 50.00000 38500.00| | HMA WEDGE AND LEVEL | | | 0011 405-05517 50.000 TON | 285.00000 14250.00| | ASPHALT FOR PRIME COAT | | | 0012 406-05520 75.000 TON | 160.00000 12000.00| | ASPHALT FOR TACK COAT | | | 0013 610-05527 2550.000 TON | 55.00000 140250.00| | HMA FOR APPROACHES | | | 0014 616-02320 270.000 SYS | 2.00000 540.00| | GEOTEXTILES | | | 0015 616-06405 100.000 TON | 35.00000 3500.00| | RIPRAP, REVETMENT | | | 0016 715-01354 100.000 LFT | 10.00000 1000.00| | CLEAN EXISTING PIPE | | | 0017 720-44000 9.000 EACH| 250.00000 2250.00| | CASTING, ADJUST TO GRADE | | | 0018 720-45005 1.000 EACH| 1300.00000 1300.00| | INLET, A2 | | | 0019 801-06203 6090.000 LFT | 1.00000 6090.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 250 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,649,399.36 ROUTE : SR 56 CALL ORDER : 250 CONTRACT ID : RS-25839-A COUNTIES : GIBSON PIKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06207 6090.000 LFT | 1.20000 7308.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 57.000 EACH| 90.00000 5130.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 35000.00000 35000.00| | MAINTAINING TRAFFIC | | | 0023 805-05906 1.000 EACH| 5350.00000 5350.00| | ATR STATION- 2 LANE | | | 0024 808-06712 15220.000 LFT | 0.05000 761.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 121725.000 LFT | 0.05000 6086.25| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 101650.000 LFT | 0.05000 5082.50| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75297 90.000 LFT | 3.50000 315.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75340 2.000 EACH| 280.00000 560.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0029 808-75996 1450.000 EACH| 3.15000 4567.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 1450.000 EACH| 19.25000 27912.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,678,827.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,678,827.75| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 64 CALL ORDER : 260 CONTRACT ID : RS-25842-A COUNTIES : GIBSON LETTING DATE : 03/19/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS 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. $ 1,476,186.59 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,544,000.00 104.5938% 3 35-0626844 RUDOLPH, J.H. & CO $ 1,996,855.67 135.2712% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 274 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 664,663.08 ROUTE : 28 CALL ORDER : 274 CONTRACT ID : RS-25883-B COUNTIES : RANDOLPH LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5468021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 666,832.20 100.0000% ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-01925 3.000 MOS | 1500.00000 4500.00| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 33500.00000 33500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 305-05204 20.000 TON | 125.00000 2500.00| | HMA FOR PATCHING | | | 0005 402-03720 90683.400 SYS | 2.28000 206758.15| | MICRO-SURFACING, SURFACE COURSE | | | 0006 402-07167 3798.400 TON | 98.00000 372243.20| | ULTRATHIN BONDED WEARING COURSE | | | 0007 615-06525 3.000 EACH| 300.00000 900.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0008 801-06207 7445.000 LFT | 1.00000 7445.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0009 801-06640 37.000 EACH| 65.00000 2405.00| | CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 18500.00000 18500.00| | MAINTAINING TRAFFIC | | | 0011 808-06712 15747.000 LFT | 0.05000 787.35| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0012 808-06713 131764.000 LFT | 0.05000 6588.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0013 808-06714 11466.000 LFT | 0.05000 573.30| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0014 808-06726 24.000 LFT | 5.50000 132.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 274 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 664,663.08 ROUTE : 28 CALL ORDER : 274 CONTRACT ID : RS-25883-B COUNTIES : RANDOLPH LETTING DATE : 03/19/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 666,832.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 666,832.20| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,120,040.73 ROUTE : SR 75 CALL ORDER : 280 CONTRACT ID : RS-25934-A COUNTIES : CARROLL LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 430600A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 3,186,932.95 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,248,288.19 101.9252% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,312,611.88 103.9435% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1917625 |(3) 35-0918397 |MOHR CONSTRUCTION CO |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 105-06845 LUMP| 6600.00000 6600.00| 14000.00000 14000.00| 10568.86000 10568.86 CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2100.00000 14700.00| 1850.00000 12950.00| 2263.69000 15845.83 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 162000.00000 162000.00| 138352.89000 138352.89 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30500.00000 30500.00| 55000.00000 55000.00| 1723.35000 1723.35 CLEARING RIGHT OF WAY | | | 0005 202-02241 1209.000 LFT | 2.08000 2514.72| 1.95000 2357.55| 1.94000 2345.46 GUARDRAIL, REMOVE | | | 0006 202-02271 10.000 EACH| 225.00000 2250.00| 220.00000 2200.00| 165.65000 1656.50 HEADWALL, REMOVE | | | 0007 202-60820 220000.000 SYS | 0.30000 66000.00| 0.55000 121000.00| 0.28000 61600.00 SURFACE MILLING, ASPHALT | | | 0008 202-93741 16.000 EACH| 381.00000 6096.00| 357.00000 5712.00| 356.00000 5696.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-96133 65.000 LFT | 20.00000 1300.00| 6.60000 429.00| 5.82000 378.30 PIPE, REMOVE | | | 0010 203-02070 1650.000 CYS | 2.00000 3300.00| 0.01000 16.50| 8.66000 14289.00 BORROW | | | 0011 203-02080 0.300 MILE| 1000.00000 300.00| 25000.00000 7500.00| 32412.07000 9723.62 LINEAR GRADING | | | 0012 203-02376 LUMP| 5250.00000 5250.00| 2150.00000 2150.00| 16811.57000 16811.57 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0013 211-02060 10.000 CYS | 15.00000 150.00| 10.00000 100.00| 112.87000 1128.70 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-04075 13000.000 TON | 11.55000 150150.00| 11.25000 146250.00| 13.08000 170040.00 COMPACTED AGGREGATE, O, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,120,040.73 ROUTE : SR 75 CALL ORDER : 280 CONTRACT ID : RS-25934-A COUNTIES : CARROLL LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1917625 |(3) 35-0918397 |MOHR CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05204 200.000 TON | 60.00000 12000.00| 116.00000 23200.00| 88.99000 17798.00 HMA FOR PATCHING | | | 0016 305-05206 22000.000 TON | 29.60000 651200.00| 32.00000 704000.00| 33.29000 732380.00 WIDENING WITH HMA | | | 0017 305-06083 300.000 TON | 60.00000 18000.00| 305.00000 91500.00| 284.41000 85323.00 HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0018 401-05455 31200.000 TON | 30.70000 957840.00| 27.75000 865800.00| 28.63000 893256.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE , VOLUMETRIC | | | 0019 401-05456 15300.000 TON | 35.25000 539325.00| 30.75000 470475.00| 31.30000 478890.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0020 401-06264 LUMP| 5136.00000 5136.00| 4800.00000 4800.00| 3285.46000 3285.46 PROFILOGRAPH, HMA | | | 0021 402-05495 1000.000 TON | 34.50000 34500.00| 36.00000 36000.00| 32.80000 32800.00 HMA WEDGE AND LEVEL | | | 0022 406-05520 128.000 TON | 190.00000 24320.00| 205.00000 26240.00| 158.22000 20252.16 ASPHALT FOR TACK COAT | | | 0023 601-01701 2.000 EACH| 1489.44000 2978.88| 1400.00000 2800.00| 1392.00000 2784.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0024 601-01740 1.000 EACH| 1489.44000 1489.44| 1400.00000 1400.00| 1392.00000 1392.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0025 601-01846 6.000 EACH| 1489.44000 8936.64| 1400.00000 8400.00| 1392.00000 8352.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-01867 4.000 EACH| 1266.88000 5067.52| 1185.00000 4740.00| 1184.00000 4736.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0027 601-02414 138.000 LFT | 8.86000 1222.68| 8.30000 1145.40| 8.28000 1142.64 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | MODIFIED POST | | | 0028 601-05071 2.000 EACH| 1489.44000 2978.88| 1400.00000 2800.00| 1392.00000 2784.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0029 601-94689 15.000 EACH| 2074.73000 31120.95| 2145.00000 32175.00| 1939.00000 29085.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 3.000 EACH| 1038.97000 3116.91| 975.00000 2925.00| 971.00000 2913.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 4889.000 LFT | 9.85000 48156.65| 9.25000 45223.25| 9.20000 44978.80 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,120,040.73 ROUTE : SR 75 CALL ORDER : 280 CONTRACT ID : RS-25934-A COUNTIES : CARROLL LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1917625 |(3) 35-0918397 |MOHR CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 610-05527 4500.000 TON | 48.70000 219150.00| 52.00000 234000.00| 52.67000 237015.00 HMA FOR APPROACHES | | | 0033 611-95023 2.000 EACH| 98.00000 196.00| 93.00000 186.00| 521.55000 1043.10 MAILBOX ASSEMBLY, RESET | | | 0034 615-06527 6.000 EACH| 603.00000 3618.00| 485.00000 2910.00| 329.12000 1974.72 MONUMENT, SECTION CORNER | | | 0035 616-02320 400.000 SYS | 6.15000 2460.00| 1.50000 600.00| 1.14000 456.00 GEOTEXTILES | | | 0036 616-05688 80.000 TON | 62.00000 4960.00| 48.25000 3860.00| 64.31000 5144.80 RIPRAP, CLASS 1 | | | 0037 616-06425 255.000 SYS | 49.50000 12622.50| 30.00000 7650.00| 79.74000 20333.70 RIPRAP, GROUTED, 12 IN. | | | 0038 619-91919 4300.000 LFT | 0.50000 2150.00| 0.90000 3870.00| 0.89000 3827.00 JOINT AND CRACK CLEANING AND SEALING | | | 0039 715-05119 192.000 LFT | 87.00000 16704.00| 76.00000 14592.00| 144.08000 27663.36 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0040 715-05121 128.000 LFT | 73.50000 9408.00| 122.50000 15680.00| 198.57000 25416.96 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0041 715-05125 68.000 LFT | 144.00000 9792.00| 88.50000 6018.00| 145.02000 9861.36 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0042 715-46005 18.000 EACH| 300.00000 5400.00| 235.00000 4230.00| 234.84000 4227.12 PIPE END SECTION, 15 IN. | | | 0043 715-46010 6.000 EACH| 330.00000 1980.00| 270.00000 1620.00| 188.70000 1132.20 PIPE END SECTION, 18 IN. | | | 0044 715-46020 1.000 EACH| 400.00000 400.00| 600.00000 600.00| 490.14000 490.14 PIPE END SECTION, 24 IN. | | | 0045 715-46030 4.000 EACH| 700.00000 2800.00| 625.00000 2500.00| 267.90000 1071.60 PIPE END SECTION, 30 IN. | | | 0046 729-51875 300.000 SFT | 50.00000 15000.00| 60.00000 18000.00| 47.00000 14100.00 CONCRETE, A, PATCHING | | | 0047 801-04308 10.000 EACH| 85.60000 856.00| 96.00000 960.00| 96.00000 960.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06203 2200.000 LFT | 0.75000 1650.00| 1.00000 2200.00| 0.82000 1804.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0049 801-06207 2200.000 LFT | 1.00000 2200.00| 1.25000 2750.00| 0.90000 1980.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06605 6.000 EACH| 53.50000 321.00| 41.00000 246.00| 40.00000 240.00 BARRICADE, IIIA | | | 0051 801-06606 4.000 EACH| 53.50000 214.00| 51.00000 204.00| 50.00000 200.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,120,040.73 ROUTE : SR 75 CALL ORDER : 280 CONTRACT ID : RS-25934-A COUNTIES : CARROLL LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1917625 |(3) 35-0918397 |MOHR CONSTRUCTION CO |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-06625 24.000 EACH| 80.25000 1926.00| 60.00000 1440.00| 59.00000 1416.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 76.000 EACH| 80.25000 6099.00| 83.00000 6308.00| 82.00000 6232.00 CONSTRUCTION SIGN, A | | | 0054 801-06775 LUMP| 65835.00000 65835.00| 27000.00000 27000.00| 98352.92000 98352.92 MAINTAINING TRAFFIC | | | 0055 804-06740 30.000 EACH| 13.91000 417.30| 13.50000 405.00| 13.00000 390.00 DELINEATOR WITH POST, D2 | | | 0056 804-06771 265.000 EACH| 24.61000 6521.65| 23.50000 6227.50| 23.00000 6095.00 DELINEATOR POST, FLEXIBLE | | | 0057 808-03632 26138.000 LFT | 0.32000 8364.16| 0.32000 8364.16| 0.31000 8102.78 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0058 808-04896 15850.000 LFT | 0.32000 5072.00| 0.32000 5072.00| 0.31000 4913.50 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0059 808-05929 32.000 LFT | 1.34000 42.88| 1.25000 40.00| 1.25000 40.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0060 808-06713 141927.000 LFT | 0.09000 12773.43| 0.09000 12773.43| 0.09000 12773.43 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-75297 96.000 LFT | 4.01000 384.96| 3.40000 326.40| 3.35000 321.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0062 808-97323 360.000 LFT | 2.68000 964.80| 2.95000 1062.00| 2.90000 1044.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0063 616-06405 15.000 TON | 10.00000 150.00| 87.00000 1305.00| 111.83000 1677.45 RIPRAP, REVETMENT | | | SECTION TOTALS | $ 3,186,932.95| $ 3,248,288.19| $ 3,312,611.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,186,932.95| $ 3,248,288.19| $ 3,312,611.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,657,754.49 ROUTE : 51 CALL ORDER : 290 CONTRACT ID : RS-25935-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 446400C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 1,085,609.76 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 1,146,671.08 105.6246% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,271,156.90 117.0915% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |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| 14000.00000 14000.00| 5000.00000 5000.00| 3296.70000 3296.70 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1700.00000 15300.00| 1800.00000 16200.00| 1978.00000 17802.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 57000.00000 57000.00| 63500.00000 63500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 500.000 LFT | 3.50000 1750.00| 3.50000 1750.00| 3.85000 1925.00 GUARDRAIL, REMOVE | | | 0005 202-02928 10.000 EACH| 235.00000 2350.00| 400.00000 4000.00| 429.35000 4293.50 CATCH BASIN, REMOVE | | | 0006 202-60820 98000.000 SYS | 0.82000 80360.00| 0.30000 29400.00| 0.76000 74480.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 15.000 EACH| 350.00000 5250.00| 350.00000 5250.00| 384.60000 5769.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02070 500.000 CYS | 5.00000 2500.00| 9.00000 4500.00| 21.40000 10700.00 BORROW | | | 0009 203-02080 3.000 MILE| 1500.00000 4500.00| 3500.00000 10500.00| 10588.76000 31766.28 LINEAR GRADING | | | 0010 203-02376 LUMP| 2500.00000 2500.00| 2800.00000 2800.00| 3086.75000 3086.75 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0011 303-04075 1760.000 TON | 18.00000 31680.00| 15.00000 26400.00| 15.00000 26400.00 COMPACTED AGGREGATE, O, 73 | | | 0012 305-06082 400.000 TON | 66.45000 26580.00| 80.00000 32000.00| 50.00000 20000.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0013 305-05206 400.000 TON | 59.90000 23960.00| 30.00000 12000.00| 34.80000 13920.00 WIDENING WITH HMA | | | 0014 401-05455 10262.000 TON | 24.59000 252342.58| 28.00000 287336.00| 31.00000 318122.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE , VOLUMETRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,657,754.49 ROUTE : 51 CALL ORDER : 290 CONTRACT ID : RS-25935-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05456 7693.000 TON | 30.10000 231559.30| 31.00000 238483.00| 37.10000 285410.30 QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0016 401-06264 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| 6440.00000 6440.00 PROFILOGRAPH, HMA | | | 0017 406-05520 42.500 TON | 375.00000 15937.50| 250.00000 10625.00| 151.10000 6421.75 ASPHALT FOR TACK COAT | | | 0018 601-01846 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1758.25000 3516.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0019 601-06035 400.000 LFT | 8.00000 3200.00| 8.00000 3200.00| 8.80000 3520.00 GUARDRAIL, RESET | | | 0020 601-94689 10.000 EACH| 2000.00000 20000.00| 2000.00000 20000.00| 2197.80000 21978.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-97774 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| 769.25000 3077.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0022 601-99105 700.000 LFT | 10.00000 7000.00| 10.00000 7000.00| 11.00000 7700.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 605-06140 100.000 LFT | 35.00000 3500.00| 60.00000 6000.00| 35.20000 3520.00 CURB AND GUTTER, CONCRETE | | | 0024 610-05527 3500.000 TON | 40.00000 140000.00| 60.00000 210000.00| 50.00000 175000.00 HMA FOR APPROACHES | | | 0025 615-06527 6.000 EACH| 475.00000 2850.00| 380.00000 2280.00| 522.00000 3132.00 MONUMENT, SECTION CORNER | | | 0026 616-02320 60.000 SYS | 2.00000 120.00| 2.50000 150.00| 1.90000 114.00 GEOTEXTILES | | | 0027 616-06405 35.000 TON | 26.00000 910.00| 40.00000 1400.00| 37.10000 1298.50 RIPRAP, REVETMENT | | | 0028 619-91919 8000.000 LFT | 1.45000 11600.00| 1.20000 9600.00| 1.85000 14800.00 JOINT AND CRACK CLEANING AND SEALING | | | 0029 621-06574 500.000 SYS | 9.00000 4500.00| 8.54000 4270.00| 9.40000 4700.00 SODDING | | | 0030 715-05053 20.000 LFT | 397.00000 7940.00| 25.00000 500.00| 22.75000 455.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0031 715-05149 300.000 LFT | 25.97000 7791.00| 55.00000 16500.00| 32.80000 9840.00 PIPE, TYPE 2, CIRCULAR, 12 IN. - PVC | | | 0032 715-05203 45.000 LFT | 13.20000 594.00| 20.00000 900.00| 67.45000 3035.25 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0033 718-52610 55.000 CYS | 24.90000 1369.50| 30.00000 1650.00| 30.00000 1650.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,657,754.49 ROUTE : 51 CALL ORDER : 290 CONTRACT ID : RS-25935-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 718-99153 120.000 SYS | 1.00000 120.00| 1.50000 180.00| 0.90000 108.00 GEOTEXTILES FOR UNDERDRAIN | | | 0035 720-44000 20.000 EACH| 350.00000 7000.00| 300.00000 6000.00| 150.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0036 720-45250 10.000 EACH| 1480.00000 14800.00| 1750.00000 17500.00| 1552.05000 15520.50 CATCH BASIN, K10 | | | 0037 801-01506 6.000 EACH| 88.20000 529.20| 74.00000 444.00| 81.30000 487.80 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0038 801-06207 1000.000 LFT | 0.82000 820.00| 1.70000 1700.00| 0.98000 980.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06218 500.000 LFT | 4.95000 2475.00| 4.80000 2400.00| 5.25000 2625.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0040 801-06640 52.000 EACH| 60.00000 3120.00| 79.00000 4108.00| 86.80000 4513.60 CONSTRUCTION SIGN, A | | | 0041 801-06775 LUMP| 17500.00000 17500.00| 10000.00000 10000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0042 801-09133 2.000 EACH| 4000.00000 8000.00| 3790.00000 7580.00| 4164.85000 8329.70 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0043 805-01836 1000.000 LFT | 0.75000 750.00| 0.75000 750.00| 0.82000 820.00 SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0044 805-02440 5000.000 LFT | 0.25000 1250.00| 0.25000 1250.00| 0.27000 1350.00 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0045 805-78795 500.000 LFT | 8.25000 4125.00| 8.25000 4125.00| 9.05000 4525.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0046 805-92951 20.000 EACH| 200.00000 4000.00| 200.00000 4000.00| 219.80000 4396.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0047 805-96014 30.000 LFT | 10.00000 300.00| 21.28000 638.40| 3.90000 117.00 SAW CUT, FULL DEPTH | | | 0048 808-06703 62206.000 LFT | 0.25000 15551.50| 0.25000 15551.50| 0.29000 18039.74 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0049 808-75065 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 116.50000 233.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, SCHOOL | | | 0050 808-75240 26036.000 LFT | 0.25000 6509.00| 0.25000 6509.00| 0.29000 7550.44 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0051 808-75245 28435.000 LFT | 0.25000 7108.75| 0.25000 7108.75| 0.29000 8246.15 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,657,754.49 ROUTE : 51 CALL ORDER : 290 CONTRACT ID : RS-25935-A COUNTIES : LAKE LETTING DATE : 03/19/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75297 563.000 LFT | 3.25000 1829.75| 3.25000 1829.75| 3.45000 1942.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0053 808-75300 912.000 LFT | 0.89000 811.68| 0.89000 811.68| 0.87000 793.44 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0054 808-75320 13.000 EACH| 62.00000 806.00| 62.00000 806.00| 56.45000 733.85 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0055 808-75325 5.000 EACH| 90.00000 450.00| 90.00000 450.00| 77.40000 387.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0056 808-75340 6.000 EACH| 310.00000 1860.00| 310.00000 1860.00| 294.80000 1768.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0057 808-75996 500.000 EACH| 4.40000 2200.00| 10.25000 5125.00| 4.05000 2025.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 500.000 EACH| 20.00000 10000.00| 22.00000 11000.00| 22.25000 11125.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 808-95933 600.000 LFT | 0.75000 450.00| 0.75000 450.00| 1.45000 870.00 CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 1,085,609.76| $ 1,146,671.08| $ 1,271,156.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,085,609.76| $ 1,146,671.08| $ 1,271,156.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,365,719.00 ROUTE : SR 63 CALL ORDER : 300 CONTRACT ID : RS-25960-A COUNTIES : VERMILLION WARREN LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0179012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,098,374.00 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1900.00000 15200.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 154750.00000 154750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02272 580.000 LFT | 5.50000 3190.00| | PAVED SIDE DITCH, REMOVE | | | 0005 202-60820 75647.000 SYS | 0.70000 52952.90| | SURFACE MILLING, ASPHALT | | | 0006 202-60822 4000.000 SYS | 5.00000 20000.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 202-93741 2.000 EACH| 510.00000 1020.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02080 9.260 MILE| 5500.00000 50930.00| | LINEAR GRADING | | | 0009 303-52308 1000.000 TON | 17.50000 17500.00| | COMPACTED AGGREGATE, O, 53 | | | 0010 305-05204 500.000 TON | 170.00000 85000.00| | HMA FOR PATCHING | | | 0011 401-05455 17738.000 TON | 39.00000 691782.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0012 401-05456 17756.000 TON | 43.00000 763508.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 401-05463 9486.000 TON | 38.00000 360468.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0014 401-05464 6489.000 TON | 42.00000 272538.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0015 401-05467 139051.000 LFT | 0.10000 13905.10| | MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,365,719.00 ROUTE : SR 63 CALL ORDER : 300 CONTRACT ID : RS-25960-A COUNTIES : VERMILLION WARREN LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-06264 LUMP| 6500.00000 6500.00| | PROFILOGRAPH, HMA | | | 0017 406-05520 125.000 TON | 210.00000 26250.00| | ASPHALT FOR TACK COAT | | | 0018 503-03489 2880.000 EACH| 2.50000 7200.00| | RETROFITTED TIE BARS | | | 0019 503-05240 120.000 LFT | 8.00000 960.00| | D-1 CONTRACTION JOINT | | | 0020 506-06333 1440.000 SYS | 120.00000 172800.00| | PCCP PATCHING, FULL DEPTH | | | 0021 601-94690 2.000 EACH| 3500.00000 7000.00| | GUARDRAIL END TREATMENT, MS | | | 0022 610-05527 2647.000 TON | 75.00000 198525.00| | HMA FOR APPROACHES | | | 0023 612-04315 5.700 TON | 900.00000 5130.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-05081 2.000 EACH| 800.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0025 612-60410 99.000 EACH| 16.50000 1633.50| | DRILLED HOLE FOR UNDERSEAL | | | 0026 615-06525 5.000 EACH| 550.00000 2750.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0027 616-02320 492.000 SYS | 1.50000 738.00| | GEOTEXTILES | | | 0028 616-06405 561.000 TON | 25.00000 14025.00| | RIPRAP, REVETMENT | | | 0029 801-01093 8.000 EACH| 700.00000 5600.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0030 801-06203 6415.000 LFT | 1.00000 6415.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 7082.000 LFT | 2.50000 17705.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 39.000 EACH| 90.00000 3510.00| | CONSTRUCTION SIGN, A | | | 0033 801-06710 90.000 DAY | 17.00000 1530.00| | FLASHING ARROW SIGN | | | 0034 801-06775 LUMP| 60000.00000 60000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,365,719.00 ROUTE : SR 63 CALL ORDER : 300 CONTRACT ID : RS-25960-A COUNTIES : VERMILLION WARREN LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06701 16853.000 LFT | 0.25000 4213.25| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0036 808-06703 81227.000 LFT | 0.25000 20306.75| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0037 808-06705 145.000 LFT | 0.50000 72.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0038 808-06714 78732.000 LFT | 0.10000 7873.20| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0039 808-75297 160.000 LFT | 3.00000 480.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75320 2.000 EACH| 55.00000 110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75996 1150.000 EACH| 3.00000 3450.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-97323 432.000 LFT | 2.90000 1252.80| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0043 305-98794 100.000 TON | 60.00000 6000.00| | COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | SECTION TOTALS | $ 3,098,374.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,098,374.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,145.49 ROUTE : 40 CALL ORDER : 310 CONTRACT ID : RS-25963-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3632007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 491,847.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 496,943.02 101.0360% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 528,742.50 107.5014% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 540,000.00 109.7902% 5 35-1139301 E & B PAVING, INC. $ 555,030.00 112.8460% ==================================================================================================================================== |(1) 35-1151771 |(2) 31-4351261 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1265.00000 1265.00| 1283.56000 1283.56| 1300.00000 1300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2200.00000 11000.00| 1818.38000 9091.90| 2000.00000 10000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9995.25000 9995.25| 6166.13000 6166.13| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02279 100.000 LFT | 10.55000 1055.00| 21.39000 2139.00| 16.00000 1600.00 CURB AND GUTTER, REMOVE | | | 0005 202-60820 57600.000 SYS | 0.90000 51840.00| 1.21000 69696.00| 0.90000 51840.00 SURFACE MILLING, ASPHALT | | | 0006 305-05204 500.000 TON | 61.55000 30775.00| 81.90000 40950.00| 68.00000 34000.00 HMA FOR PATCHING | | | 0007 401-05457 6144.000 TON | 43.90000 269721.60| 37.46000 230154.24| 42.50000 261120.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 406-05520 15.000 TON | 150.00000 2250.00| 159.02000 2385.30| 180.00000 2700.00 ASPHALT FOR TACK COAT | | | 0009 503-03489 30.000 EACH| 10.55000 316.50| 12.84000 385.20| 20.00000 600.00 RETROFITTED TIE BARS | | | 0010 503-05240 48.000 LFT | 10.55000 506.40| 7.49000 359.52| 12.00000 576.00 D-1 CONTRACTION JOINT | | | 0011 506-06333 150.000 SYS | 126.70000 19005.00| 176.49000 26473.50| 117.00000 17550.00 PCCP PATCHING, FULL DEPTH | | | 0012 605-06140 100.000 LFT | 21.10000 2110.00| 32.09000 3209.00| 30.00000 3000.00 CURB AND GUTTER, CONCRETE | | | 0013 610-05527 613.000 TON | 53.10000 32550.30| 50.63000 31036.19| 57.00000 34941.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,145.49 ROUTE : 40 CALL ORDER : 310 CONTRACT ID : RS-25963-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 31-4351261 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-44000 33.000 EACH| 255.00000 8415.00| 511.08000 16865.64| 380.00000 12540.00 CASTING, ADJUST TO GRADE | | | 0016 801-06203 3200.000 LFT | 0.21000 672.00| 0.94000 3008.00| 0.55000 1760.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 3200.000 LFT | 0.75000 2400.00| 1.12000 3584.00| 1.00000 3200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 29.000 EACH| 63.35000 1837.15| 64.18000 1861.22| 65.00000 1885.00 CONSTRUCTION SIGN, A | | | 0019 801-06710 40.000 DAY | 12.65000 506.00| 12.84000 513.60| 25.00000 1000.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 9000.00000 9000.00| 7022.31000 7022.31| 24400.00000 24400.00 MAINTAINING TRAFFIC | | | 0021 805-78470 6720.000 LFT | 0.42000 2822.40| 0.16000 1075.20| 0.45000 3024.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78785 4.000 EACH| 539.00000 2156.00| 641.78000 2567.12| 550.00000 2200.00 SIGNAL DETECTOR HOUSING | | | 0023 805-78795 2520.000 LFT | 5.50000 13860.00| 7.49000 18874.80| 5.50000 13860.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 805-92951 19.000 EACH| 113.80000 2162.20| 101.62000 1930.78| 110.00000 2090.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0025 808-06701 3350.000 LFT | 0.24000 804.00| 0.25000 837.50| 0.30000 1005.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0026 808-06703 430.000 LFT | 0.24000 103.20| 0.25000 107.50| 0.30000 129.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0027 808-75240 3400.000 LFT | 0.24000 816.00| 0.25000 850.00| 0.30000 1020.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-75245 14900.000 LFT | 0.24000 3576.00| 0.25000 3725.00| 0.30000 4470.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75274 105.000 LFT | 1.30000 136.50| 1.34000 140.70| 1.50000 157.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0030 808-75297 310.000 LFT | 3.15000 976.50| 3.21000 995.10| 3.50000 1085.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75300 500.000 LFT | 1.06000 530.00| 1.07000 535.00| 1.50000 750.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,145.49 ROUTE : 40 CALL ORDER : 310 CONTRACT ID : RS-25963-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 31-4351261 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75320 61.000 EACH| 47.50000 2897.50| 48.13000 2935.93| 50.00000 3050.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 46.000 EACH| 52.75000 2426.50| 53.48000 2460.08| 55.00000 2530.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0034 808-75996 560.000 EACH| 6.00000 3360.00| 6.65000 3724.00| 6.00000 3360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 491,847.00| $ 496,943.02| $ 528,742.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 491,847.00| $ 496,943.02| $ 528,742.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,145.49 ROUTE : 40 CALL ORDER : 310 CONTRACT ID : RS-25963-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 | |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 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1260.00000 1260.00| 1200.00000 1200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2000.00000 10000.00| 2000.00000 10000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30718.15000 30718.15| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02279 100.000 LFT | 13.00000 1300.00| 15.00000 1500.00| CURB AND GUTTER, REMOVE | | | 0005 202-60820 57600.000 SYS | 0.90000 51840.00| 1.00000 57600.00| SURFACE MILLING, ASPHALT | | | 0006 305-05204 500.000 TON | 82.00000 41000.00| 100.00000 50000.00| HMA FOR PATCHING | | | 0007 401-05457 6144.000 TON | 42.00000 258048.00| 42.00000 258048.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 406-05520 15.000 TON | 200.00000 3000.00| 170.00000 2550.00| ASPHALT FOR TACK COAT | | | 0009 503-03489 30.000 EACH| 7.00000 210.00| 10.50000 315.00| RETROFITTED TIE BARS | | | 0010 503-05240 48.000 LFT | 7.00000 336.00| 7.00000 336.00| D-1 CONTRACTION JOINT | | | 0011 506-06333 150.000 SYS | 90.00000 13500.00| 200.00000 30000.00| PCCP PATCHING, FULL DEPTH | | | 0012 605-06140 100.000 LFT | 40.00000 4000.00| 30.00000 3000.00| CURB AND GUTTER, CONCRETE | | | 0013 610-05527 613.000 TON | 95.00000 58235.00| 90.00000 55170.00| HMA FOR APPROACHES | | | 0015 720-44000 33.000 EACH| 350.00000 11550.00| 450.00000 14850.00| CASTING, ADJUST TO GRADE | | | 0016 801-06203 3200.000 LFT | 0.32000 1024.00| 0.20000 640.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 3200.000 LFT | 1.00000 3200.00| 1.00000 3200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 29.000 EACH| 63.00000 1827.00| 60.00000 1740.00| CONSTRUCTION SIGN, A | | | 0019 801-06710 40.000 DAY | 12.60000 504.00| 12.00000 480.00| FLASHING ARROW SIGN | | | 0020 801-06775 LUMP| 13000.00000 13000.00| 5796.95000 5796.95| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 607,145.49 ROUTE : 40 CALL ORDER : 310 CONTRACT ID : RS-25963-A COUNTIES : MARION LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 805-78470 6720.000 LFT | 0.42000 2822.40| 0.40000 2688.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78785 4.000 EACH| 536.00000 2144.00| 510.90000 2043.60| SIGNAL DETECTOR HOUSING | | | 0023 805-78795 2520.000 LFT | 5.50000 13860.00| 5.23000 13179.60| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 805-92951 19.000 EACH| 113.00000 2147.00| 107.80000 2048.20| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0025 808-06701 3350.000 LFT | 0.24000 804.00| 0.23000 770.50| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0026 808-06703 430.000 LFT | 0.24000 103.20| 0.23000 98.90| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0027 808-75240 3400.000 LFT | 0.24000 816.00| 0.23000 782.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-75245 14900.000 LFT | 0.24000 3576.00| 0.23000 3427.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75274 105.000 LFT | 1.30000 136.50| 1.25000 131.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0030 808-75297 310.000 LFT | 3.15000 976.50| 3.00000 930.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75300 500.000 LFT | 1.05000 525.00| 1.00000 500.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0032 808-75320 61.000 EACH| 47.25000 2882.25| 45.00000 2745.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 46.000 EACH| 52.50000 2415.00| 50.00000 2300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0034 808-75996 560.000 EACH| 4.00000 2240.00| 3.50000 1960.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 540,000.00| $ 555,030.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 540,000.00| $ 555,030.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,685,000.00 ROUTE : SR 39 CALL ORDER : 320 CONTRACT ID : RS-25966-A COUNTIES : HENDRICKS BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,069,000.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 2,253,130.13 108.8994% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,342,000.00 113.1947% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |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| 11000.00000 11000.00| 11547.89000 11547.89| 11700.00000 11700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1600.00000 14400.00| 1440.47000 12964.23| 1900.00000 17100.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 103450.00000 103450.00| 13970.00000 13970.00| 59562.41000 59562.41 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 500.000 SYS | 10.00000 5000.00| 12.81000 6405.00| 15.00000 7500.00 PAVEMENT, REMOVE | | | 0005 202-02271 2.000 EACH| 450.00000 900.00| 160.09000 320.18| 260.00000 520.00 HEADWALL, REMOVE | | | 0006 202-02279 300.000 LFT | 7.00000 2100.00| 5.34000 1602.00| 6.00000 1800.00 CURB AND GUTTER, REMOVE | | | 0007 202-60820 15700.000 SYS | 0.80000 12560.00| 1.14000 17898.00| 1.10000 17270.00 SURFACE MILLING, ASPHALT | | | 0008 202-96133 20.000 LFT | 40.00000 800.00| 6.40000 128.00| 40.00000 800.00 PIPE, REMOVE | | | 0009 203-02070 28.000 CYS | 75.00000 2100.00| 13.40000 375.20| 40.00000 1120.00 BORROW | | | 0010 303-52308 14665.000 TON | 12.50000 183312.50| 12.77000 187272.05| 14.50000 212642.50 COMPACTED AGGREGATE, O, 53 | | | 0011 305-05204 400.000 TON | 49.00000 19600.00| 64.00000 25600.00| 75.00000 30000.00 HMA FOR PATCHING | | | 0012 305-05206 8813.000 TON | 36.00000 317268.00| 38.13000 336039.69| 45.00000 396585.00 WIDENING WITH HMA | | | 0013 305-60400 100.000 TON | 42.00000 4200.00| 10.58000 1058.00| 40.00000 4000.00 COMPACTED AGGREGATE FOR PATCHING | | | 0014 401-05455 19200.000 TON | 27.00000 518400.00| 32.18000 617856.00| 30.00000 576000.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,685,000.00 ROUTE : SR 39 CALL ORDER : 320 CONTRACT ID : RS-25966-A COUNTIES : HENDRICKS BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05456 15250.000 TON | 32.00000 488000.00| 41.59000 634247.50| 37.00000 564250.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 401-06264 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 7100.00000 7100.00 PROFILOGRAPH, HMA | | | 0017 402-05490 60.000 TON | 70.00000 4200.00| 39.20000 2352.00| 37.00000 2220.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0018 402-05495 4000.000 TON | 29.00000 116000.00| 27.60000 110400.00| 30.00000 120000.00 HMA WEDGE AND LEVEL | | | 0019 405-05517 53.000 TON | 300.00000 15900.00| 190.40000 10091.20| 240.00000 12720.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 99.000 TON | 170.00000 16830.00| 190.40000 18849.60| 180.00000 17820.00 ASPHALT FOR TACK COAT | | | 0021 503-03489 800.000 EACH| 5.00000 4000.00| 5.34000 4272.00| 8.00000 6400.00 RETROFITTED TIE BARS | | | 0022 503-05240 174.000 LFT | 10.00000 1740.00| 6.40000 1113.60| 11.00000 1914.00 D-1 CONTRACTION JOINT | | | 0023 506-06333 600.000 SYS | 100.00000 60000.00| 107.79000 64674.00| 110.00000 66000.00 PCCP PATCHING, FULL DEPTH | | | 0024 601-06035 114.000 LFT | 30.00000 3420.00| 29.88000 3406.32| 30.00000 3420.00 GUARDRAIL, RESET | | | 0025 605-06140 300.000 LFT | 25.00000 7500.00| 21.35000 6405.00| 25.00000 7500.00 CURB AND GUTTER, CONCRETE | | | 0026 608-04395 10.000 TON | 140.00000 1400.00| 10.67000 106.70| 200.00000 2000.00 AGGREGATE FOR SHOULDER DRAINS | | | 0027 610-05527 1302.000 TON | 65.00000 84630.00| 67.00000 87234.00| 65.00000 84630.00 HMA FOR APPROACHES | | | 0028 615-06505 3.000 EACH| 700.00000 2100.00| 731.08000 2193.24| 720.00000 2160.00 MONUMENT, B | | | 0029 621-06574 85.000 SYS | 16.00000 1360.00| 16.44000 1397.40| 16.00000 1360.00 SODDING | | | 0030 715-02980 60.000 LFT | 95.00000 5700.00| 55.87000 3352.20| 92.00000 5520.00 PIPE, POLYETHYLENE LINER, 28 IN. | | | 0031 801-06203 5947.000 LFT | 0.30000 1784.10| 0.32000 1903.04| 0.35000 2081.45 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 5947.000 LFT | 1.00000 5947.00| 0.74000 4400.78| 1.00000 5947.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 47.000 EACH| 70.00000 3290.00| 120.60000 5668.20| 118.00000 5546.00 CONSTRUCTION SIGN, A | | | 0034 801-06710 30.000 DAY | 20.00000 600.00| 19.21000 576.30| 19.00000 570.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,685,000.00 ROUTE : SR 39 CALL ORDER : 320 CONTRACT ID : RS-25966-A COUNTIES : HENDRICKS BOONE LETTING DATE : 03/19/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06775 LUMP| 19218.40000 19218.40| 36094.14000 36094.14| 70000.00000 70000.00 MAINTAINING TRAFFIC | | | 0036 808-06705 520.000 LFT | 1.50000 780.00| 1.10000 572.00| 1.08000 561.60 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0037 808-06711 510.000 LFT | 0.10000 51.00| 0.05000 25.50| 0.05000 25.50 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0038 808-06712 7684.000 LFT | 0.10000 768.40| 0.05000 384.20| 0.05000 384.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0039 808-06713 115463.000 LFT | 0.09000 10391.67| 0.05000 5773.15| 0.05000 5773.15 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0040 808-06714 64485.000 LFT | 0.09000 5803.65| 0.05000 3224.25| 0.05000 3224.25 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0041 808-75053 250.000 LFT | 3.00000 750.00| 2.85000 712.50| 2.80000 700.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 8 IN. | | | 0042 808-75297 134.000 LFT | 4.00000 536.00| 3.31000 443.54| 3.26000 436.84 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0043 808-75320 3.000 EACH| 85.00000 255.00| 53.36000 160.08| 52.50000 157.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0044 808-75325 1.000 EACH| 119.28000 119.28| 72.58000 72.58| 71.40000 71.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0045 808-75340 2.000 EACH| 350.00000 700.00| 280.16000 560.32| 275.00000 550.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0046 808-75996 1287.000 EACH| 5.00000 6435.00| 3.15000 4054.05| 3.10000 3989.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-95638 350.000 SFT | 2.00000 700.00| 1.07000 374.50| 1.05000 367.50 CENTER CURB PAINTING | | | SECTION TOTALS | $ 2,069,000.00| $ 2,253,130.13| $ 2,342,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,069,000.00| $ 2,253,130.13| $ 2,342,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,426.32 ROUTE : SR 48 CALL ORDER : 330 CONTRACT ID : RS-26140-A COUNTIES : MONROE LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 062500S SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 389,975.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 392,496.58 100.6466% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |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 105-07038 6.000 MOS | 1250.00000 7500.00| 1975.00000 11850.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 7742.82000 7742.82| 19600.00000 19600.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 50195.000 SYS | 0.45000 22587.75| 0.10000 5019.50| SURFACE MILLING, ASPHALT | | | 0004 303-52308 3560.000 TON | 8.00000 28480.00| 9.55000 33998.00| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 50.000 TON | 115.00000 5750.00| 100.00000 5000.00| HMA FOR PATCHING | | | 0006 305-60400 20.000 TON | 41.75000 835.00| 18.25000 365.00| COMPACTED AGGREGATE FOR PATCHING | | | 0007 401-05454 3815.770 TON | 27.50000 104933.68| 27.00000 103025.79| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 3179.810 TON | 35.50000 112883.26| 35.00000 111293.35| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 200.000 TON | 46.00000 9200.00| 46.00000 9200.00| HMA WEDGE AND LEVEL | | | 0010 404-05514 8091.000 SYS | 1.80000 14563.80| 1.50000 12136.50| SEAL COAT, 5 | | | 0011 406-05520 2.300 TON | 180.00000 414.00| 2200.00000 5060.00| ASPHALT FOR TACK COAT | | | 0012 610-05527 596.316 TON | 54.50000 32499.22| 50.00000 29815.80| HMA FOR APPROACHES | | | 0013 801-06207 4662.000 LFT | 0.65000 3030.30| 0.85000 3962.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0014 801-06640 22.000 EACH| 70.00000 1540.00| 85.00000 1870.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 524,426.32 ROUTE : SR 48 CALL ORDER : 330 CONTRACT ID : RS-26140-A COUNTIES : MONROE LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06775 LUMP| 12000.00000 12000.00| 15200.00000 15200.00| MAINTAINING TRAFFIC | | | 0016 808-06714 37704.000 LFT | 0.05500 2073.72| 0.06000 2262.24| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0017 808-75297 60.000 LFT | 3.75000 225.00| 5.00000 300.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0018 808-75996 943.000 EACH| 3.15000 2970.45| 3.90000 3677.70| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0019 808-75998 943.000 EACH| 22.00000 20746.00| 20.00000 18860.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 389,975.00| $ 392,496.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,975.00| $ 392,496.58| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 724,340.70 ROUTE : US 50 CALL ORDER : 340 CONTRACT ID : RS-26148-A COUNTIES : DEARBORN LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/17/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST 044100D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 547,388.82 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 585,764.19 107.0106% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 1600.94000 1600.94| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 60.000 LFT | 4.00000 240.00| 4.00000 240.00| GUARDRAIL, REMOVE | | | 0004 202-02278 11.000 LFT | 20.00000 220.00| 12.00000 132.00| CURB, CONCRETE, REMOVE | | | 0005 202-60820 76420.000 SYS | 0.23000 17576.60| 0.45000 34389.00| SURFACE MILLING, ASPHALT | | | 0006 202-95027 1.000 EACH| 25.00000 25.00| 25.00000 25.00| IMPACT ATTENUATOR, REMOVE | | | 0007 203-02000 388.000 CYS | 25.00000 9700.00| 11.00000 4268.00| EXCAVATION, COMMON | | | 0008 303-52308 137.300 TON | 15.00000 2059.50| 21.50000 2951.95| COMPACTED AGGREGATE, O, 53 | | | 0009 303-52309 881.000 TON | 17.00000 14977.00| 15.70000 13831.70| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0010 305-05204 1000.000 TON | 40.00000 40000.00| 50.00000 50000.00| HMA FOR PATCHING | | | 0011 401-05454 5450.000 TON | 27.50000 149875.00| 32.00000 174400.00| QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE , VOLUMETRIC | | | 0012 401-05456 5032.000 TON | 32.00000 161024.00| 35.00000 176120.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0013 402-05490 258.000 TON | 43.00000 11094.00| 35.00000 9030.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0014 402-05496 138.000 TON | 57.00000 7866.00| 55.00000 7590.00| HMA FOR ISLANDS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 724,340.70 ROUTE : US 50 CALL ORDER : 340 CONTRACT ID : RS-26148-A COUNTIES : DEARBORN LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 404-05514 412.000 SYS | 3.70000 1524.40| 6.30000 2595.60| SEAL COAT, 5 | | | 0016 406-05520 45.000 TON | 100.00000 4500.00| 250.00000 11250.00| ASPHALT FOR TACK COAT | | | 0017 601-06037 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| GUARDRAIL END TREATMENT, I | | | 0019 601-99105 60.000 LFT | 12.00000 720.00| 12.00000 720.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 603-04115 1.000 EACH| 860.00000 860.00| 860.00000 860.00| FENCE GATE, CHAIN LINK, 48 IN. X 5 FT. | | | 0021 603-06045 125.000 LFT | 11.70000 1462.50| 11.70000 1462.50| FENCE, CHAIN LINK, 48 IN. | | | 0022 605-06121 15.500 LFT | 30.00000 465.00| 32.26000 500.03| CURB, CONCRETE, B | | | 0023 610-05527 263.000 TON | 48.00000 12624.00| 52.00000 13676.00| HMA FOR APPROACHES | | | 0024 720-44000 5.000 EACH| 200.00000 1000.00| 300.00000 1500.00| CASTING, ADJUST TO GRADE | | | 0025 801-06207 25000.000 LFT | 0.25000 6250.00| 0.70000 17500.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 26.000 EACH| 95.00000 2470.00| 90.00000 2340.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 16000.00000 16000.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0028 802-02475 1.000 EACH| 480.00000 480.00| 480.00000 480.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0029 802-76030 720.000 SFT | 10.40000 7488.00| 10.40000 7488.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0030 802-76055 18.000 LFT | 5.00000 90.00| 5.00000 90.00| SIGN POST, A | | | 0031 805-78470 1892.000 LFT | 0.30000 567.60| 0.30000 567.60| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78510 189.200 LFT | 1.10000 208.12| 1.10000 208.12| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0033 805-78795 475.000 LFT | 10.20000 4845.00| 10.20000 4845.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0034 808-01226 626.000 EACH| 8.00000 5008.00| 7.86000 4920.36| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 724,340.70 ROUTE : US 50 CALL ORDER : 340 CONTRACT ID : RS-26148-A COUNTIES : DEARBORN LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06711 6175.000 LFT | 0.06000 370.50| 0.06000 370.50| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0036 808-06713 24750.000 LFT | 0.06000 1485.00| 0.06000 1485.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0037 808-06714 24750.000 LFT | 0.06000 1485.00| 0.06000 1485.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0038 808-75007 31.000 LFT | 1.00000 31.00| 1.00000 31.00| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0039 808-75297 124.000 LFT | 3.50000 434.00| 3.20000 396.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0040 808-75320 6.000 EACH| 50.00000 300.00| 50.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 2.000 EACH| 70.00000 140.00| 70.00000 140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 808-75994 563.000 EACH| 3.75000 2111.25| 3.69000 2077.47| PRISMATIC REFLECTOR | | | 0043 808-75996 563.000 EACH| 3.00000 1689.00| 3.69000 2077.47| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 601-01128 4.000 EACH| 1025.00000 4100.00| 1025.00000 4100.00| GUARDRAIL TRANSITION TYPE WGB | | | 0045 202-93741 4.000 EACH| 105.00000 420.00| 105.00000 420.00| GUARD RAIL END TREATMENT, REMOVE | | | 0046 601-06242 1.000 EACH| 17000.00000 17000.00| 16700.00000 16700.00| IMPACT ATTENUATOR, R2, W1, TL-2 | | | 0047 808-06712 99.500 LFT | 0.50000 49.75| 0.50000 49.75| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0048 808-75278 21.000 LFT | 2.00000 42.00| 1.80000 37.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0049 808-92027 93.000 LFT | 1.20000 111.60| 1.20000 111.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 547,388.82| $ 585,764.19| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 547,388.82| $ 585,764.19| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 999,605.23 ROUTE : 229 CALL ORDER : 350 CONTRACT ID : RS-26183-A COUNTIES : FRANKLIN LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3524010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 697,269.70 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 723,007.74 103.6912% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 8.000 MOS | 1000.00000 8000.00| 1000.00000 8000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 3500.00000 3500.00| 2302.26000 2302.26| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 618.000 LFT | 3.40000 2101.20| 3.40000 2101.20| GUARDRAIL, REMOVE | | | 0004 202-52710 8.900 SYS | 10.00000 89.00| 25.00000 222.50| SIDEWALK, CONCRETE, REMOVE | | | 0005 202-60820 8405.000 SYS | 0.55000 4622.75| 0.45000 3782.25| SURFACE MILLING, ASPHALT | | | 0006 202-91385 1.000 EACH| 300.00000 300.00| 145.00000 145.00| INLET, REMOVE | | | 0007 202-93741 3.000 EACH| 85.00000 255.00| 85.00000 255.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 202-96133 56.000 LFT | 10.00000 560.00| 18.50000 1036.00| PIPE, REMOVE | | | 0009 303-52309 2740.000 TON | 13.00000 35620.00| 15.00000 41100.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0010 305-05204 300.000 TON | 80.00000 24000.00| 75.00000 22500.00| HMA FOR PATCHING | | | 0011 305-05731 127.100 TON | 60.00000 7626.00| 56.00000 7117.60| WIDENING WITH QC/QA HMA | | | 0012 401-05456 8893.300 TON | 30.00000 266799.00| 32.00000 284585.60| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05495 300.000 TON | 40.00000 12000.00| 32.00000 9600.00| HMA WEDGE AND LEVEL | | | 0015 406-05520 64.000 TON | 105.00000 6720.00| 250.00000 16000.00| ASPHALT FOR TACK COAT | | | 0016 601-01700 1.000 EACH| 1590.00000 1590.00| 1590.00000 1590.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 999,605.23 ROUTE : 229 CALL ORDER : 350 CONTRACT ID : RS-26183-A COUNTIES : FRANKLIN LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 601-06037 5.000 EACH| 640.00000 3200.00| 640.00000 3200.00| GUARDRAIL END TREATMENT, I | | | 0018 601-99105 1485.000 LFT | 9.30000 13810.50| 9.30000 13810.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 604-06070 64.500 SYS | 25.00000 1612.50| 53.00000 3418.50| SIDEWALK, CONCRETE | | | 0020 610-05527 1219.500 TON | 48.00000 58536.00| 52.00000 63414.00| HMA FOR APPROACHES | | | 0021 616-06451 100.000 TON | 18.00000 1800.00| 26.00000 2600.00| RIPRAP, UNIFORM | | | 0022 708-03613 10.000 CYS | 10.00000 100.00| 160.00000 1600.00| GROUT, CELLULAR | | | 0023 715-03403 15.000 LFT | 10.00000 150.00| 124.00000 1860.00| PIPE, POLYETHYLENE LINER, 15 IN. | | | 0024 715-05119 85.000 LFT | 30.00000 2550.00| 27.00000 2295.00| PIPE, TYPE 1, CIRCULAR, 15 IN. Concrete | | | 0025 720-44000 1.000 EACH| 300.00000 300.00| 300.00000 300.00| CASTING, ADJUST TO GRADE | | | 0026 720-45005 2.000 EACH| 800.00000 1600.00| 600.00000 1200.00| INLET, A2 | | | 0027 801-06203 5224.000 LFT | 0.20000 1044.80| 0.18000 940.32| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0028 801-06207 5224.000 LFT | 0.80000 4179.20| 0.74000 3865.76| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 48.000 EACH| 67.00000 3216.00| 67.00000 3216.00| CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 16500.00000 16500.00| 4500.00000 4500.00| MAINTAINING TRAFFIC | | | 0031 808-01226 1189.000 EACH| 8.15000 9690.35| 8.15000 9690.35| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0032 808-06712 2765.000 LFT | 0.05000 138.25| 0.05000 138.25| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0033 808-06713 99835.000 LFT | 0.05000 4991.75| 0.05000 4991.75| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0034 808-06714 86316.000 LFT | 0.05000 4315.80| 0.05000 4315.80| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0035 808-75297 56.000 LFT | 4.75000 266.00| 4.75000 266.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/27/02 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 999,605.23 ROUTE : 229 CALL ORDER : 350 CONTRACT ID : RS-26183-A COUNTIES : FRANKLIN LETTING DATE : 03/19/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 808-75300 230.000 LFT | 1.20000 276.00| 1.20000 276.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0037 808-75994 1189.000 EACH| 3.55000 4220.95| 3.55000 4220.95| PRISMATIC REFLECTOR | | | 0038 808-75996 1189.000 EACH| 2.85000 3388.65| 2.85000 3388.65| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0040 402-05477 6250.000 TON | 30.00000 187500.00| 30.25000 189062.50| HMA SURFACE 9.5 mm, MAINLINE | | | SECTION TOTALS | $ 697,269.70| $ 723,007.74| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 697,269.70| $ 723,007.74| ====================================================================================================================================