INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 229,187.00 ROUTE : SR 43 CALL ORDER : 400 CONTRACT ID : M -23983-A COUNTIES : GREENE OWEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 218,943.00 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB BITUMINOUS PAVEMENT | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 10031.00000 10031.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 303-04095 360.000 Mg | 22.00000 7920.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0004 305-05204 860.000 Mg | 90.00000 77400.00| | HMA FOR PATCHING | | | 0005 402-05479 1675.000 Mg | 48.00000 80400.00| | HMA SURFACE 12.5 mm, MAINLINE | | | 0006 405-05517 11.000 Mg | 242.00000 2662.00| | ASPHALT FOR PRIME COAT | | | 0007 406-05520 5.000 Mg | 182.00000 910.00| | ASPHALT FOR TACK COAT | | | 0008 801-06203 320.000 m | 5.00000 1600.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0009 801-06640 28.000 EACH| 60.00000 1680.00| | CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 22000.00000 22000.00| | MAINTAINING TRAFFIC | | | 0011 808-75996 270.000 EACH| 10.00000 2700.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0012 808-75998 270.000 EACH| 32.00000 8640.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 218,943.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 218,943.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,800.00 ROUTE : 5, 16, 18, 930 & 224 CALL ORDER : 410 CONTRACT ID : M -24359-A COUNTIES : ADAMS ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT BENTON OTHERS CONTRACT TIME : 12/01/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2032723 L M S ENVIRONMENTAL CONTRACTING, INC. $ 69,635.00 100.0000% 2 35-1636776 LINKEL COMPANY $ 71,400.00 102.5346% 3 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 80,111.24 115.0445% 4 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 84,200.00 120.9162% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 98,280.00 141.1359% 6 35-2070195 ALPHA EXCAVATING & LANDSCAPING, INC. $ 104,800.00 150.4990% ==================================================================================================================================== |(1) 35-2032723 |(2) 35-1636776 |(3) 35-1339168 |L M S ENVIRONMENTAL CONTRACT|LINKEL COMPANY |LAPORTE CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 17000.00000 17000.00| 5000.00000 5000.00| 21787.31000 21787.31 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 4475.00000 4475.00| 3000.00000 3000.00| 4795.52000 4795.52 DEBRIS, REMOVE STR. NO. 1 | | | 0003 201-90788 LUMP| 4475.00000 4475.00| 3000.00000 3000.00| 2915.64000 2915.64 DEBRIS, REMOVE STR. NO. 2 | | | 0004 201-90788 LUMP| 7725.00000 7725.00| 20000.00000 20000.00| 8729.04000 8729.04 DEBRIS, REMOVE STR. NO. 3 | | | 0005 201-90788 LUMP| 14155.00000 14155.00| 20000.00000 20000.00| 9791.04000 9791.04 DEBRIS, REMOVE STR. NO. 4 | | | 0006 201-90788 LUMP| 17375.00000 17375.00| 15000.00000 15000.00| 12488.80000 12488.80 DEBRIS, REMOVE STR. NO. 5 | | | 0007 801-06710 2.000 DAY | 250.00000 500.00| 200.00000 400.00| 115.34000 230.68 FLASHING ARROW SIGN | | | 0008 801-06775 LUMP| 3930.00000 3930.00| 5000.00000 5000.00| 19373.21000 19373.21 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 69,635.00| $ 71,400.00| $ 80,111.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 69,635.00| $ 71,400.00| $ 80,111.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 95,800.00 ROUTE : 5, 16, 18, 930 & 224 CALL ORDER : 410 CONTRACT ID : M -24359-A COUNTIES : ADAMS ALLEN LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT BENTON OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1817530 |(6) 35-2070195 |YARDBERRY LANDSCAPE COMPANY |PIONEER ASSOCIATES, INC. |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0001 110-01001 LUMP| 3000.00000 3000.00| 9940.00000 9940.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-90788 LUMP| 15000.00000 15000.00| 17500.00000 17500.00| 7500.00000 7500.00 DEBRIS, REMOVE STR. NO. 1 | | | 0003 201-90788 LUMP| 8000.00000 8000.00| 6800.00000 6800.00| 2400.00000 2400.00 DEBRIS, REMOVE STR. NO. 2 | | | 0004 201-90788 LUMP| 17000.00000 17000.00| 19500.00000 19500.00| 22200.00000 22200.00 DEBRIS, REMOVE STR. NO. 3 | | | 0005 201-90788 LUMP| 12000.00000 12000.00| 18350.00000 18350.00| 34200.00000 34200.00 DEBRIS, REMOVE STR. NO. 4 | | | 0006 201-90788 LUMP| 26000.00000 26000.00| 18000.00000 18000.00| 33000.00000 33000.00 DEBRIS, REMOVE STR. NO. 5 | | | 0007 801-06710 2.000 DAY | 100.00000 200.00| 95.00000 190.00| 125.00000 250.00 FLASHING ARROW SIGN | | | 0008 801-06775 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 250.00000 250.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 84,200.00| $ 98,280.00| $ 104,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 84,200.00| $ 98,280.00| $ 104,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 248,671.68 ROUTE : 13, 19, 3 CALL ORDER : 420 CONTRACT ID : M -24360-A COUNTIES : KOSCIUSKO LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 189,878.42 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 220,405.06 116.0769% 3 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 235,796.31 124.1827% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1065659 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-06790 3.000 MOS | 900.00000 2700.00| 1243.00000 3729.00| 100.00000 300.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4600.00000 4600.00| 11000.00000 11000.00| 11700.00000 11700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 202.000 m2 | 8.00000 1616.00| 24.40000 4928.80| 10.88000 2197.76 SURFACE MILLING, ASPHALT | | | 0004 303-52309 457.000 Mg | 22.00000 10054.00| 15.48000 7074.36| 22.05000 10076.85 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 10.000 Mg | 120.00000 1200.00| 60.00000 600.00| 76.06000 760.60 HMA FOR PATCHING | | | 0006 402-05472 50.000 Mg | 31.00000 1550.00| 40.00000 2000.00| 38.24000 1912.00 HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0007 402-05490 53.000 Mg | 45.00000 2385.00| 40.00000 2120.00| 52.24000 2768.72 HMA SURFACE 9.5 mm, SHOULDER | | | 0008 402-05495 4602.000 Mg | 31.00000 142662.00| 35.00000 161070.00| 37.47000 172436.94 HMA WEDGE AND LEVEL | | | 0009 406-05520 9.500 Mg | 167.00000 1586.50| 250.00000 2375.00| 220.46000 2094.37 ASPHALT FOR TACK COAT | | | 0010 610-05527 110.000 Mg | 88.00000 9680.00| 50.00000 5500.00| 80.51000 8856.10 HMA FOR APPROACHES | | | 0011 720-44000 8.000 EACH| 300.00000 2400.00| 275.00000 2200.00| 400.00000 3200.00 CASTING, ADJUST TO GRADE | | | 0012 720-44000 2.000 EACH| 550.00000 1100.00| 275.00000 550.00| 425.00000 850.00 CASTING, ADJUST TO GRADE , CURB INLETS | | | 0013 801-06203 10.000 m | 1.00000 10.00| 7.35000 73.50| 0.82000 8.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06208 497.000 m | 3.79000 1883.63| 0.74000 367.78| 3.84000 1908.48 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 248,671.68 ROUTE : 13, 19, 3 CALL ORDER : 420 CONTRACT ID : M -24360-A COUNTIES : KOSCIUSKO LETTING DATE : 09/14/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1185040 |(3) 35-1065659 |PHEND & BROWN, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 65.000 EACH| 25.00000 1625.00| 35.00000 2275.00| 25.00000 1625.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 2000.00000 2000.00| 11000.00000 11000.00| 12275.00000 12275.00 MAINTAINING TRAFFIC | | | 0017 808-06711 63.000 m | 0.56000 35.28| 1.00000 63.00| 0.56000 35.28 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0018 808-06712 903.000 m | 0.56000 505.68| 1.00000 903.00| 0.56000 505.68 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 791.000 m | 0.56000 442.96| 0.63000 498.33| 0.56000 442.96 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 1103.000 m | 0.25000 275.75| 0.28000 308.84| 0.25000 275.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-74815 125.000 m | 3.75000 468.75| 4.24000 530.00| 3.75000 468.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0022 808-75240 104.000 m | 1.10000 114.40| 1.24000 128.96| 1.10000 114.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0023 808-75245 600.000 m | 1.10000 660.00| 1.24000 744.00| 1.10000 660.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0024 808-75297 31.100 m | 7.70000 239.47| 8.70000 270.57| 7.70000 239.47 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0025 808-75320 3.000 EACH| 28.00000 84.00| 31.64000 94.92| 28.00000 84.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | SECTION TOTALS | $ 189,878.42| $ 220,405.06| $ 235,796.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 189,878.42| $ 220,405.06| $ 235,796.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,523.69 ROUTE : SR 57 CALL ORDER : 430 CONTRACT ID : M -24368-A COUNTIES : DAVIESS PIKE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 268,167.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & COMPANY, INC. $ 271,476.80 101.2342% 3 35-1418333 ROGERS GROUP, INC. $ 277,157.00 103.3523% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL ONLY | | | 0001 105-06790 3.000 MOS | 1100.00000 3300.00| 650.00000 1950.00| 900.00000 2700.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 13400.00000 13400.00| 13500.00000 13500.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 49400.000 m2 | 0.75000 37050.00| 0.80000 39520.00| 0.96000 47424.00 SURFACE MILLING, ASPHALT | | | 0004 305-05204 100.000 Mg | 100.00000 10000.00| 65.00000 6500.00| 95.00000 9500.00 HMA FOR PATCHING | | | 0005 401-05456 3710.000 Mg | 43.30000 160643.00| 45.55000 168990.50| 46.00000 170660.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 12.000 Mg | 120.00000 1440.00| 269.50000 3234.00| 165.00000 1980.00 ASPHALT FOR TACK COAT | | | 0007 801-06203 800.000 m | 1.00000 800.00| 1.40000 1120.00| 3.90000 3120.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0008 801-06207 800.000 m | 3.00000 2400.00| 5.00000 4000.00| 3.00000 2400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 44.000 EACH| 65.00000 2860.00| 50.00000 2200.00| 50.00000 2200.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 14573.95000 14573.95| 7983.00000 7983.00| 9505.60000 9505.60 MAINTAINING TRAFFIC | | | 0011 808-06711 180.000 m | 0.17000 30.60| 0.20000 36.00| 0.20000 36.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0012 808-06712 204.000 m | 0.17000 34.68| 0.20000 40.80| 0.20000 40.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0013 808-06713 11724.000 m | 0.17000 1993.08| 0.20000 2344.80| 0.20000 2344.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0014 808-06714 9687.000 m | 0.17000 1646.79| 0.20000 1937.40| 0.20000 1937.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,523.69 ROUTE : SR 57 CALL ORDER : 430 CONTRACT ID : M -24368-A COUNTIES : DAVIESS PIKE LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & COMPANY, INC|ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75996 627.000 EACH| 2.70000 1692.90| 2.95000 1849.65| 3.25000 2037.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 627.000 EACH| 26.00000 16302.00| 25.95000 16270.65| 25.95000 16270.65 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 268,167.00| $ 271,476.80| $ 277,157.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,167.00| $ 271,476.80| $ 277,157.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 126,000.00 ROUTE : US 41 CALL ORDER : 440 CONTRACT ID : M -24370-A COUNTIES : VANDERBURGH LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1763075 NAAS BROTHERS TRUCKING, INC. $ 26,500.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 38,300.00 144.5283% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING, INC. $ 47,450.00 179.0566% 4 35-2032723 L M S ENVIRONMENTAL CONTRACTING, INC. $ 49,120.00 185.3584% 5 35-1636776 LINKEL COMPANY $ 98,000.00 369.8113% ==================================================================================================================================== |(1) 35-1763075 |(2) 35-1817574 |(3) 35-2070195 |NAAS BROTHERS TRUCKING, INC.|YARDBERRY LANDSCAPE COMPANY |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0002 110-01001 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-90788 LUMP| 7700.00000 7700.00| 15000.00000 15000.00| 12400.00000 12400.00 DEBRIS, REMOVE , LOCATION NO. 1 | | | 0004 201-90788 LUMP| 10400.00000 10400.00| 16900.00000 16900.00| 28750.00000 28750.00 DEBRIS, REMOVE , LOCATION NO. 2 | | | 0005 205-93689 100.000 m2 | 4.00000 400.00| 10.00000 1000.00| 3.00000 300.00 EROSION CONTROL FABRIC | | | 0006 801-06640 20.000 EACH| 100.00000 2000.00| 70.00000 1400.00| 25.00000 500.00 CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 26,500.00| $ 38,300.00| $ 47,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,500.00| $ 38,300.00| $ 47,450.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 126,000.00 ROUTE : US 41 CALL ORDER : 440 CONTRACT ID : M -24370-A COUNTIES : VANDERBURGH LETTING DATE : 09/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2032723 |(5) 35-1636776 | |L M S ENVIRONMENTAL CONTRACT|LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEBRIS REMOVAL | | | 0002 110-01001 LUMP| 13330.00000 13330.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-90788 LUMP| 15520.00000 15520.00| 40000.00000 40000.00| DEBRIS, REMOVE , LOCATION NO. 1 | | | 0004 201-90788 LUMP| 15520.00000 15520.00| 40600.00000 40600.00| DEBRIS, REMOVE , LOCATION NO. 2 | | | 0005 205-93689 100.000 m2 | 2.50000 250.00| 4.00000 400.00| EROSION CONTROL FABRIC | | | 0006 801-06640 20.000 EACH| 100.00000 2000.00| 100.00000 2000.00| CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 49,120.00| $ 98,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 49,120.00| $ 98,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,144.37 ROUTE : 22/35 CALL ORDER : 450 CONTRACT ID : M -24528-A COUNTIES : HOWARD LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 46,011.00 100.0000% 2 35-2064912 B & P CONSTRUCTION, INC. $ 61,930.79 134.5999% 3 35-0524595 MOHR CONSTRUCTION COMPANY, INC. $ 63,382.00 137.7540% 4 35-1315965 FOX CONTRACTORS CORPORATION $ 74,669.10 162.2853% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2064912 |(3) 35-0524595 |YARDBERRY LANDSCAPE COMPANY |B & P CONSTRUCTION, INC. |MOHR CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 105-06790 5.000 MOS | 1100.00000 5500.00| 1250.00000 6250.00| 2200.00000 11000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 10300.00000 10300.00| 3310.00000 3310.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3000.00000 3000.00| 7450.00000 7450.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02250 3.000 EACH| 300.00000 900.00| 200.00000 600.00| 250.00000 750.00 TREE, 250 mm, REMOVE | | | 0005 202-02278 4.900 m | 80.00000 392.00| 20.00000 98.00| 16.50000 80.85 CURB, CONCRETE, REMOVE | | | 0006 202-02279 21.000 m | 50.00000 1050.00| 19.00000 399.00| 16.50000 346.50 CURB AND GUTTER, REMOVE | | | 0007 202-02928 1.000 EACH| 500.00000 500.00| 300.00000 300.00| 500.00000 500.00 CATCH BASIN, REMOVE | | | 0008 203-02000 360.000 m3 | 8.00000 2880.00| 11.11000 3999.60| 20.00000 7200.00 EXCAVATION, COMMON | | | 0009 205-02234 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 101.25000 405.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 12.600 m3 | 60.00000 756.00| 35.00000 441.00| 38.00000 478.80 B BORROW FOR STRUCTURE BACKFILL | | | 0011 402-05481 11.800 Mg | 100.00000 1180.00| 126.50000 1492.70| 100.00000 1180.00 HMA BASE 25.0 mm, SHOULDER | | | 0012 402-05490 0.400 Mg | 1600.00000 640.00| 380.00000 152.00| 300.00000 120.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0013 405-05518 18.500 m2 | 10.00000 185.00| 20.00000 370.00| 10.00000 185.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,144.37 ROUTE : 22/35 CALL ORDER : 450 CONTRACT ID : M -24528-A COUNTIES : HOWARD LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2064912 |(3) 35-0524595 |YARDBERRY LANDSCAPE COMPANY |B & P CONSTRUCTION, INC. |MOHR CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05521 18.500 m2 | 10.00000 185.00| 20.00000 370.00| 10.00000 185.00 ASPHALT FOR TACK COAT | | | 0015 621-01004 1.000 EACH| 750.00000 750.00| 650.00000 650.00| 281.25000 281.25 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06570 65.000 m3 | 25.00000 1625.00| 45.00000 2925.00| 40.00000 2600.00 TOP SOIL | | | 0017 621-06575 1712.000 m2 | 4.00000 6848.00| 3.85000 6591.20| 3.80000 6505.60 SODDING, NURSERY | | | 0018 715-05147 2.000 m | 400.00000 800.00| 87.00000 174.00| 350.00000 700.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0019 715-05149 1.000 m | 300.00000 300.00| 172.50000 172.50| 400.00000 400.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0020 715-05151 5.000 m | 200.00000 1000.00| 102.35000 511.75| 455.00000 2275.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0021 715-05152 2.400 m | 1000.00000 2400.00| 1026.85000 2464.44| 1510.00000 3624.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0022 715-05169 40.000 m | 76.00000 3040.00| 119.49000 4779.60| 135.50000 5420.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0023 715-46005 1.000 EACH| 300.00000 300.00| 275.00000 275.00| 250.00000 250.00 PIPE END SECTION, 375 mm | | | 0024 720-44000 8.000 EACH| 350.00000 2800.00| 50.00000 400.00| 300.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0025 720-45235 1.000 EACH| 1350.00000 1350.00| 1000.00000 1000.00| 1500.00000 1500.00 CATCH BASIN, E7 | | | 0026 801-06640 22.000 EACH| 65.00000 1430.00| 57.50000 1265.00| 67.50000 1485.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 4000.00000 4000.00| 8300.00000 8300.00| 7200.00000 7200.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 46,011.00| $ 61,930.79| $ 63,382.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 46,011.00| $ 61,930.79| $ 63,382.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,144.37 ROUTE : 22/35 CALL ORDER : 450 CONTRACT ID : M -24528-A COUNTIES : HOWARD LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 | | |FOX CONTRACTORS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DRAINAGE DITCH CORRECTION | | | 0001 105-06790 5.000 MOS | 1300.00000 6500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 3700.00000 3700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02250 3.000 EACH| 575.00000 1725.00| | TREE, 250 mm, REMOVE | | | 0005 202-02278 4.900 m | 75.00000 367.50| | CURB, CONCRETE, REMOVE | | | 0006 202-02279 21.000 m | 35.00000 735.00| | CURB AND GUTTER, REMOVE | | | 0007 202-02928 1.000 EACH| 720.00000 720.00| | CATCH BASIN, REMOVE | | | 0008 203-02000 360.000 m3 | 51.00000 18360.00| | EXCAVATION, COMMON | | | 0009 205-02234 4.000 EACH| 55.00000 220.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 211-02060 12.600 m3 | 35.00000 441.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 402-05481 11.800 Mg | 100.00000 1180.00| | HMA BASE 25.0 mm, SHOULDER | | | 0012 402-05490 0.400 Mg | 2000.00000 800.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0013 405-05518 18.500 m2 | 15.00000 277.50| | ASPHALT FOR PRIME COAT | | | 0014 406-05521 18.500 m2 | 15.00000 277.50| | ASPHALT FOR TACK COAT | | | 0015 621-01004 1.000 EACH| 725.00000 725.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06570 65.000 m3 | 50.00000 3250.00| | TOP SOIL | | | 0017 621-06575 1712.000 m2 | 3.60000 6163.20| | SODDING, NURSERY | | | 0018 715-05147 2.000 m | 187.00000 374.00| | PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0019 715-05149 1.000 m | 447.00000 447.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,144.37 ROUTE : 22/35 CALL ORDER : 450 CONTRACT ID : M -24528-A COUNTIES : HOWARD LETTING DATE : 09/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 | | |FOX CONTRACTORS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 715-05151 5.000 m | 228.00000 1140.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0021 715-05152 2.400 m | 1656.00000 3974.40| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0022 715-05169 40.000 m | 131.00000 5240.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0023 715-46005 1.000 EACH| 310.00000 310.00| | PIPE END SECTION, 375 mm | | | 0024 720-44000 8.000 EACH| 605.00000 4840.00| | CASTING, ADJUST TO GRADE | | | 0025 720-45235 1.000 EACH| 2030.00000 2030.00| | CATCH BASIN, E7 | | | 0026 801-06640 22.000 EACH| 51.00000 1122.00| | CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 6750.00000 6750.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 74,669.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 74,669.10| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,610.45 ROUTE : 31 CALL ORDER : 460 CONTRACT ID : M -24644-B COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION COMPANY, INC. $ 40,046.18 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 57,625.00 143.8963% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-0918397 | |LAPORTE CONSTRUCTION COMPANY|RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT, CONCRETE | | | 0001 110-01001 LUMP| 8233.92000 8233.92| 7500.00000 7500.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02240 70.000 m2 | 33.95000 2376.50| 15.00000 1050.00| PAVEMENT, REMOVE | | | 0003 202-92431 15.000 Mg | 95.18000 1427.70| 25.00000 375.00| RIPRAP, REMOVE | | | 0004 203-02000 35.000 m3 | 28.38000 993.30| 40.00000 1400.00| EXCAVATION, COMMON | | | 0005 211-02050 16.000 m3 | 38.89000 622.24| 30.00000 480.00| B BORROW | | | 0006 303-52308 40.000 Mg | 28.67000 1146.80| 40.00000 1600.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 305-05204 4.000 Mg | 342.93000 1371.72| 400.00000 1600.00| HMA FOR PATCHING | | | 0008 501-05090 70.000 m2 | 100.69000 7048.30| 110.00000 7700.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0009 616-06425 20.000 m2 | 78.03000 1560.60| 150.00000 3000.00| RIPRAP, GROUTED, 300 mm | | | 0010 703-51030 690.000 kg | 4.03000 2780.70| 4.00000 2760.00| REINFORCING STEEL | | | 0011 703-97936 8.000 EACH| 35.50000 284.00| 50.00000 400.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0012 801-06640 10.000 EACH| 59.00000 590.00| 59.00000 590.00| CONSTRUCTION SIGN, A | | | 0013 801-06643 100.000 m | 3.28000 328.00| 8.24000 824.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0014 801-06644 100.000 m | 3.28000 328.00| 8.24000 824.00| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,610.45 ROUTE : 31 CALL ORDER : 460 CONTRACT ID : M -24644-B COUNTIES : MARSHALL LETTING DATE : 09/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-0918397 | |LAPORTE CONSTRUCTION COMPANY|RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06710 15.000 DAY | 22.00000 330.00| 22.00000 330.00| FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 1150.00000 1150.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0017 602-06646 121.920 m | 77.71000 9474.40| 100.00000 12192.00| TEMPORARY CONCRETE BARRIER | | | SECTION TOTALS | $ 40,046.18| $ 57,625.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 40,046.18| $ 57,625.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/23/99 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,890.92 ROUTE : PARK CALL ORDER : 470 CONTRACT ID : M -24653-B COUNTIES : OWEN PUTNAM LETTING DATE : 09/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/01/99 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. $ 66,746.20 100.0000% ==================================================================================================================================== |(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 105-06790 3.000 MOS | 3003.00000 9009.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 3300.00000 3300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 303-52308 50.000 Mg | 27.36000 1368.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0004 305-05204 75.000 Mg | 80.68000 6051.00| | HMA FOR PATCHING | | | 0005 402-05495 850.000 Mg | 53.02000 45067.00| | HMA WEDGE AND LEVEL | | | 0006 405-05518 1575.000 m2 | 0.75000 1181.25| | ASPHALT FOR PRIME COAT | | | 0007 406-05520 1.610 Mg | 211.77000 340.95| | ASPHALT FOR TACK COAT | | | 0008 801-06640 3.000 EACH| 143.00000 429.00| | CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 66,746.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 66,746.20| | ====================================================================================================================================