INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,000.00 ROUTE : PARK ROAD CALL ORDER : 600 CONTRACT ID : M -24538-A COUNTIES : BROWN LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 299,999.46 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 337,517.48 112.5060% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 434,182.25 144.7276% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1917625 |(3) 35-0918397 |ROGERS GROUP, INC. |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 105-06790 3.000 MOS | 1000.00000 3000.00| 1700.00000 5100.00| 2500.00000 7500.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4693.58000 4693.58| 15000.00000 15000.00| 16400.00000 16400.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 341.000 m2 | 5.00000 1705.00| 8.00000 2728.00| 5.75000 1960.75 SURFACE MILLING, ASPHALT | | | 0004 303-52309 959.500 Mg | 18.25000 17510.88| 19.85000 19046.08| 29.00000 27825.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 100.000 Mg | 100.00000 10000.00| 130.25000 13025.00| 125.00000 12500.00 HMA FOR PATCHING | | | 0006 402-05477 5912.000 Mg | 40.00000 236480.00| 43.25000 255694.00| 58.00000 342896.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 50.000 Mg | 90.00000 4500.00| 80.00000 4000.00| 58.00000 2900.00 HMA WEDGE AND LEVEL | | | 0008 406-05520 16.000 Mg | 190.00000 3040.00| 185.00000 2960.00| 200.00000 3200.00 ASPHALT FOR TACK COAT | | | 0009 610-05527 106.000 Mg | 100.00000 10600.00| 85.00000 9010.00| 90.00000 9540.00 HMA FOR APPROACHES | | | 0010 801-06640 16.000 EACH| 70.00000 1120.00| 59.65000 954.40| 60.00000 960.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 7350.00000 7350.00| 10000.00000 10000.00| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 299,999.46| $ 337,517.48| $ 434,182.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,999.46| $ 337,517.48| $ 434,182.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 381,818.18 ROUTE : SR 18 CALL ORDER : 610 CONTRACT ID : M -24647-A COUNTIES : CARROLL LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 298,959.30 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 304,135.80 101.7315% 3 35-1167376 KEISER & KEISER CONTRACTORS $ 326,871.67 109.3365% ==================================================================================================================================== |(1) 35-1621699 |(2) 35-1917625 |(3) 35-1167376 |CENTRAL PAVING, INC. |MILESTONE CONTRACTORS, L.P. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL AND RAILROAD CROSSING REMOVAL | | | 0001 105-06845 LUMP| 560.00000 560.00| 7000.00000 7000.00| 8450.00000 8450.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 5800.00000 5800.00| 15000.00000 15000.00| 5320.45000 5320.45 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 200.000 m2 | 24.00000 4800.00| 8.00000 1600.00| 16.90000 3380.00 SURFACE MILLING, ASPHALT | | | 0004 203-02000 364.000 m3 | 17.00000 6188.00| 18.00000 6552.00| 40.35000 14687.40 EXCAVATION, COMMON | | | 0005 303-04095 1035.000 Mg | 14.50000 15007.50| 16.00000 16560.00| 14.11000 14603.85 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 303-52308 125.000 Mg | 14.50000 1812.50| 22.00000 2750.00| 25.71000 3213.75 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 305-05204 75.000 Mg | 52.00000 3900.00| 125.00000 9375.00| 104.13000 7809.75 HMA FOR PATCHING | | | 0008 402-05468 300.000 Mg | 43.00000 12900.00| 50.00000 15000.00| 55.28000 16584.00 HMA BASE 25.0 mm, MAINLINE | | | 0009 402-05473 50.000 Mg | 49.00000 2450.00| 60.00000 3000.00| 63.22000 3161.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0010 402-05477 230.000 Mg | 40.50000 9315.00| 37.00000 8510.00| 49.32000 11343.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05495 5000.000 Mg | 40.50000 202500.00| 37.00000 185000.00| 38.85000 194250.00 HMA WEDGE AND LEVEL | | | 0012 406-05520 14.000 Mg | 165.00000 2310.00| 260.00000 3640.00| 362.26000 5071.64 ASPHALT FOR TACK COAT | | | 0013 610-05527 215.000 Mg | 68.00000 14620.00| 37.00000 7955.00| 101.36000 21792.40 HMA FOR APPROACHES | | | 0014 621-06559 170.000 m2 | 5.15000 875.50| 5.00000 850.00| 5.15000 875.50 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 610 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 381,818.18 ROUTE : SR 18 CALL ORDER : 610 CONTRACT ID : M -24647-A COUNTIES : CARROLL LETTING DATE : 05/23/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1621699 |(2) 35-1917625 |(3) 35-1167376 |CENTRAL PAVING, INC. |MILESTONE CONTRACTORS, L.P. |KEISER & KEISER CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-04308 9.000 EACH| 100.00000 900.00| 70.00000 630.00| 70.00000 630.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0016 801-06207 700.000 m | 3.20000 2240.00| 3.50000 2450.00| 4.47000 3129.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06605 6.000 EACH| 55.00000 330.00| 40.00000 240.00| 40.00000 240.00 BARRICADE, IIIA | | | 0018 801-06606 4.000 EACH| 55.00000 220.00| 50.00000 200.00| 100.00000 400.00 BARRICADE, IIIB | | | 0019 801-06625 23.000 EACH| 65.00000 1495.00| 56.00000 1288.00| 56.00000 1288.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0020 801-06640 46.000 EACH| 50.00000 2300.00| 50.00000 2300.00| 50.00000 2300.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 6200.00000 6200.00| 12000.00000 12000.00| 5466.73000 5466.73 MAINTAINING TRAFFIC | | | 0022 808-06712 1720.000 m | 0.14000 240.80| 0.14000 240.80| 0.18000 309.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06713 14000.000 m | 0.14000 1960.00| 0.14000 1960.00| 0.18000 2520.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-06714 250.000 m | 0.14000 35.00| 0.14000 35.00| 0.18000 45.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 298,959.30| $ 304,135.80| $ 326,871.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,959.30| $ 304,135.80| $ 326,871.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,665.86 ROUTE : 68 CALL ORDER : 620 CONTRACT ID : M -24761-A COUNTIES : POSEY LETTING DATE : 05/23/00 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 35-0626844 RUDOLPH, J.H. & CO $ 346,725.90 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 347,000.00 100.0790% 3 35-1139301 E & B PAVING, INC. $ 394,913.45 113.8978% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1139301 |RUDOLPH, J.H. & CO |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 OVERLAY | | | 0001 105-06790 4.000 MOS | 750.00000 3000.00| 1150.00000 4600.00| 2500.00000 10000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 17000.00000 17000.00| 17200.00000 17200.00| 19700.00000 19700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 6850.000 m2 | 1.00000 6850.00| 0.60000 4110.00| 1.30000 8905.00 SURFACE MILLING, ASPHALT | | | 0004 303-60905 725.000 Mg | 19.00000 13775.00| 19.00000 13775.00| 19.00000 13775.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0005 305-05204 200.000 Mg | 75.00000 15000.00| 76.00000 15200.00| 90.00000 18000.00 HMA FOR PATCHING | | | 0006 401-05456 4525.000 Mg | 40.00000 181000.00| 42.00000 190050.00| 46.00000 208150.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 750.000 Mg | 36.00000 27000.00| 42.00000 31500.00| 51.00000 38250.00 HMA WEDGE AND LEVEL | | | 0008 405-05517 35.200 Mg | 240.00000 8448.00| 260.00000 9152.00| 200.00000 7040.00 ASPHALT FOR PRIME COAT | | | 0009 406-05520 17.600 Mg | 180.00000 3168.00| 150.00000 2640.00| 208.00000 3660.80 ASPHALT FOR TACK COAT | | | 0010 610-05527 530.000 Mg | 65.00000 34450.00| 49.00000 25970.00| 71.00000 37630.00 HMA FOR APPROACHES | | | 0011 801-06203 50.000 m | 6.20000 310.00| 1.50000 75.00| 2.30000 115.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0012 801-06207 775.000 m | 4.90000 3797.50| 2.80000 2170.00| 3.25000 2518.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0013 801-06640 36.000 EACH| 62.00000 2232.00| 60.00000 2160.00| 60.00000 2160.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 11000.00000 11000.00| 8964.75000 8964.75| 6150.00000 6150.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 620 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,665.86 ROUTE : 68 CALL ORDER : 620 CONTRACT ID : M -24761-A COUNTIES : POSEY LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-1139301 |RUDOLPH, J.H. & CO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 700.000 m | 0.16000 112.00| 0.15000 105.00| 0.15000 105.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0016 808-06713 13900.000 m | 0.16000 2224.00| 0.15000 2085.00| 0.15000 2085.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 10615.000 m | 0.16000 1698.40| 0.15000 1592.25| 0.15000 1592.25 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0018 808-75297 10.000 m | 34.50000 345.00| 33.50000 335.00| 33.50000 335.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0019 808-75996 547.000 EACH| 3.00000 1641.00| 4.00000 2188.00| 2.95000 1613.65 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 547.000 EACH| 25.00000 13675.00| 24.00000 13128.00| 24.00000 13128.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 346,725.90| $ 347,000.00| $ 394,913.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 346,725.90| $ 347,000.00| $ 394,913.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 630 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 189,530.21 ROUTE : CALL ORDER : 630 CONTRACT ID : M -24831-A COUNTIES : FLOYD LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 160,600.00 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT $ 173,897.54 108.2799% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 182,314.29 113.5207% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 6930.00000 6930.00| 8500.00000 8500.00| 5700.00000 5700.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-04791 569.000 EACH| 5.00000 2845.00| 3.50000 1991.50| 4.40000 2503.60 PARKING BARRIER, REMOVE | | | 0003 202-60820 786.000 m2 | 3.00000 2358.00| 5.50000 4323.00| 6.90000 5423.40 SURFACE MILLING, ASPHALT | | | 0004 305-05204 50.000 Mg | 70.00000 3500.00| 80.00000 4000.00| 78.00000 3900.00 HMA FOR PATCHING | | | 0005 402-05477 3766.500 Mg | 35.00000 131827.50| 38.00000 143127.00| 39.00000 146893.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 11.500 Mg | 180.00000 2070.00| 200.00000 2300.00| 250.00000 2875.00 ASPHALT FOR TACK COAT | | | 0007 615-97768 569.000 EACH| 10.00000 5690.00| 5.00000 2845.00| 9.60000 5462.40 PARKING BARRIER, RESET | | | 0008 801-06640 6.000 EACH| 60.00000 360.00| 62.00000 372.00| 60.00000 360.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 1543.61000 1543.61| 3000.00000 3000.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0010 805-01836 4.800 m | 9.00000 43.20| 9.50000 45.60| 9.00000 43.20 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0011 805-78470 48.000 m | 3.00000 144.00| 3.30000 158.40| 3.00000 144.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0012 805-78795 12.000 m | 68.00000 816.00| 70.00000 840.00| 68.00000 816.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0013 808-05929 173.200 m | 2.10000 363.72| 2.20000 381.04| 2.10000 363.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 630 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 189,530.21 ROUTE : CALL ORDER : 630 CONTRACT ID : M -24831-A COUNTIES : FLOYD LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 |(3) 35-1487672 |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75297 50.200 m | 9.84000 493.97| 10.00000 502.00| 9.85000 494.47 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0016 808-75320 5.000 EACH| 47.00000 235.00| 50.00000 250.00| 50.00000 250.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0017 808-75325 1.000 EACH| 60.00000 60.00| 62.00000 62.00| 65.00000 65.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0018 808-75007 4000.000 m | 0.33000 1320.00| 0.30000 1200.00| 0.38000 1520.00 LINE, PAINT, SOLID, WHITE, 150 mm , | | | PARKING LANE LINE | | | SECTION TOTALS | $ 160,600.00| $ 173,897.54| $ 182,314.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 160,600.00| $ 173,897.54| $ 182,314.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 640 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 178,740.07 ROUTE : 145 CALL ORDER : 640 CONTRACT ID : M -24879-A COUNTIES : PERRY LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 147,901.25 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 161,145.00 108.9544% 3 35-0626844 RUDOLPH, J.H. & CO $ 161,714.25 109.3393% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 162,800.00 110.0734% 5 35-0248940 CORYDON STONE & ASPHALT $ 164,550.00 111.2566% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0626844 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO 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| 1100.00000 3300.00| 1675.00000 5025.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 4200.00000 4200.00| 1812.50000 1812.50| 8100.00000 8100.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-60905 375.000 Mg | 21.35000 8006.25| 21.00000 7875.00| 13.35000 5006.25 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0004 305-05204 100.000 Mg | 95.00000 9500.00| 85.00000 8500.00| 86.00000 8600.00 HMA FOR PATCHING | | | 0005 402-05495 2400.000 Mg | 41.35000 99240.00| 44.00000 105600.00| 42.50000 102000.00 HMA WEDGE AND LEVEL | | | 0006 405-05517 20.500 Mg | 250.00000 5125.00| 300.00000 6150.00| 250.00000 5125.00 ASPHALT FOR PRIME COAT | | | 0007 406-05520 8.000 Mg | 225.00000 1800.00| 210.00000 1680.00| 190.00000 1520.00 ASPHALT FOR TACK COAT | | | 0008 801-06207 460.000 m | 1.25000 575.00| 3.50000 1610.00| 3.80000 1748.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 33.000 EACH| 60.00000 1980.00| 60.00000 1980.00| 60.00000 1980.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 2300.00000 2300.00| 6000.00000 6000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | 0011 808-06712 100.000 m | 0.18500 18.50| 0.20000 20.00| 0.16000 16.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0012 808-06713 9200.000 m | 0.18500 1702.00| 0.20000 1840.00| 0.16000 1472.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 9200.000 m | 0.18500 1702.00| 0.20000 1840.00| 0.16000 1472.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 640 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 178,740.07 ROUTE : 145 CALL ORDER : 640 CONTRACT ID : M -24879-A COUNTIES : PERRY LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0626844 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75996 375.000 EACH| 3.00000 1125.00| 5.50000 2062.50| 4.40000 1650.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0015 808-75998 375.000 EACH| 21.14000 7927.50| 29.00000 10875.00| 24.00000 9000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 147,901.25| $ 161,145.00| $ 161,714.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 147,901.25| $ 161,145.00| $ 161,714.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 640 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 178,740.07 ROUTE : 145 CALL ORDER : 640 CONTRACT ID : M -24879-A COUNTIES : PERRY LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0248940 | |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT | 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 | 1150.00000 3450.00| 1500.00000 4500.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 8140.00000 8140.00| 8400.00000 8400.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-60905 375.000 Mg | 17.00000 6375.00| 25.00000 9375.00| COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0004 305-05204 100.000 Mg | 85.00000 8500.00| 100.00000 10000.00| HMA FOR PATCHING | | | 0005 402-05495 2400.000 Mg | 43.50000 104400.00| 41.00000 98400.00| HMA WEDGE AND LEVEL | | | 0006 405-05517 20.500 Mg | 280.00000 5740.00| 350.00000 7175.00| ASPHALT FOR PRIME COAT | | | 0007 406-05520 8.000 Mg | 150.00000 1200.00| 200.00000 1600.00| ASPHALT FOR TACK COAT | | | 0008 801-06207 460.000 m | 3.50000 1610.00| 3.00000 1380.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 33.000 EACH| 60.00000 1980.00| 65.00000 2145.00| CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 6565.00000 6565.00| 5500.00000 5500.00| MAINTAINING TRAFFIC | | | 0011 808-06712 100.000 m | 0.19000 19.00| 0.20000 20.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0012 808-06713 9200.000 m | 0.19000 1748.00| 0.20000 1840.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 9200.000 m | 0.19000 1748.00| 0.20000 1840.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0014 808-75996 375.000 EACH| 3.70000 1387.50| 5.50000 2062.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0015 808-75998 375.000 EACH| 26.50000 9937.50| 27.50000 10312.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 162,800.00| $ 164,550.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 162,800.00| $ 164,550.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 650 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 145,142.27 ROUTE : 56 CALL ORDER : 650 CONTRACT ID : M -24882-A COUNTIES : DUBOIS LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 97,609.75 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 123,756.00 126.7865% 3 35-0626844 RUDOLPH, J.H. & CO $ 126,907.00 130.0146% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 129,200.00 132.3638% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0626844 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO 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 | 400.00000 1200.00| 900.00000 2700.00| 830.00000 2490.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 2200.00000 2200.00| 8000.00000 8000.00| 6300.00000 6300.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-60905 275.000 Mg | 15.55000 4276.25| 21.00000 5775.00| 26.00000 7150.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0004 305-05204 100.000 Mg | 65.00000 6500.00| 80.00000 8000.00| 170.00000 17000.00 HMA FOR PATCHING | | | 0005 402-05495 1850.000 Mg | 35.55000 65767.50| 40.00000 74000.00| 41.70000 77145.00 HMA WEDGE AND LEVEL | | | 0006 405-05517 13.000 Mg | 250.00000 3250.00| 275.00000 3575.00| 180.00000 2340.00 ASPHALT FOR PRIME COAT | | | 0007 406-05520 6.000 Mg | 200.00000 1200.00| 200.00000 1200.00| 180.00000 1080.00 ASPHALT FOR TACK COAT | | | 0008 801-06207 300.000 m | 1.25000 375.00| 3.30000 990.00| 5.70000 1710.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 23.000 EACH| 60.00000 1380.00| 60.00000 1380.00| 60.00000 1380.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 2600.00000 2600.00| 7476.00000 7476.00| 1400.00000 1400.00 MAINTAINING TRAFFIC | | | 0011 808-06712 400.000 m | 0.19000 76.00| 0.20000 80.00| 0.16000 64.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0012 808-06713 5900.000 m | 0.19000 1121.00| 0.20000 1180.00| 0.16000 944.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 4400.000 m | 0.19000 836.00| 0.20000 880.00| 0.16000 704.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 650 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 145,142.27 ROUTE : 56 CALL ORDER : 650 CONTRACT ID : M -24882-A COUNTIES : DUBOIS LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-0626844 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75996 240.000 EACH| 2.65000 636.00| 7.00000 1680.00| 5.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0015 808-75998 240.000 EACH| 25.80000 6192.00| 28.50000 6840.00| 25.00000 6000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 97,609.75| $ 123,756.00| $ 126,907.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 97,609.75| $ 123,756.00| $ 126,907.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 650 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 145,142.27 ROUTE : 56 CALL ORDER : 650 CONTRACT ID : M -24882-A COUNTIES : DUBOIS LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | 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 | 1150.00000 3450.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 6450.00000 6450.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 303-60905 275.000 Mg | 18.00000 4950.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0004 305-05204 100.000 Mg | 95.00000 9500.00| | HMA FOR PATCHING | | | 0005 402-05495 1850.000 Mg | 44.50000 82325.00| | HMA WEDGE AND LEVEL | | | 0006 405-05517 13.000 Mg | 280.00000 3640.00| | ASPHALT FOR PRIME COAT | | | 0007 406-05520 6.000 Mg | 150.00000 900.00| | ASPHALT FOR TACK COAT | | | 0008 801-06207 300.000 m | 3.20000 960.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0009 801-06640 23.000 EACH| 59.00000 1357.00| | CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 5955.00000 5955.00| | MAINTAINING TRAFFIC | | | 0011 808-06712 400.000 m | 0.19000 76.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0012 808-06713 5900.000 m | 0.19000 1121.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0013 808-06714 4400.000 m | 0.19000 836.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0014 808-75996 240.000 EACH| 3.50000 840.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0015 808-75998 240.000 EACH| 28.50000 6840.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 129,200.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 129,200.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 652 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 31/35 CALL ORDER : 652 CONTRACT ID : M -24886-B COUNTIES : HOWARD TIPTON LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO IRREGULAR $ 301,763.07 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 656 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 154,513.38 ROUTE : 40 AND I-465 CALL ORDER : 656 CONTRACT ID : M -24888-B COUNTIES : HAMILTON HANCOCK LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 160,568.50 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 166,537.28 103.7172% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 | |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REPLACE BRIDGE APPROACHES AND APPROACH JOINTS | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| 1400.00000 4200.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 500.00000 500.00| 1500.00000 1500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8000.00000 8000.00| 8600.00000 8600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 211.000 m2 | 35.00000 7385.00| 20.00000 4220.00| PAVEMENT, REMOVE | | | 0005 202-90592 54.800 m2 | 235.00000 12878.00| 100.00000 5480.00| EXPANSION JOINT, REMOVE | | | 0006 501-05090 223.000 m2 | 58.50000 13045.50| 64.00000 14272.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0007 501-05290 2976.000 kg | 2.00000 5952.00| 2.00000 5952.00| REINFORCING STEEL, PAVEMENT | | | 0008 601-04746 2.000 EACH| 4750.00000 9500.00| 7375.00000 14750.00| ENERGY ABSORBING TERMINAL, CZ | | | 0009 602-06639 236.000 m | 58.00000 13688.00| 104.00000 24544.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0010 602-06646 82.000 m | 55.00000 4510.00| 98.00000 8036.00| TEMPORARY CONCRETE BARRIER | | | 0011 702-51863 24.000 EACH| 20.00000 480.00| 12.00000 288.00| FIELD DRILLED HOLE IN CONCRETE | | | 0012 724-02343 113.200 m | 490.00000 55468.00| 465.83000 52731.96| EXPANSION JOINT, SILICONE | | | 0013 801-06207 2177.000 m | 3.30000 7184.10| 3.80000 8272.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0014 801-06219 11.000 EACH| 35.00000 385.00| 40.00000 440.00| TUBULAR MARKER, PERMANENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 656 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 154,513.38 ROUTE : 40 AND I-465 CALL ORDER : 656 CONTRACT ID : M -24888-B COUNTIES : HAMILTON HANCOCK LETTING DATE : 05/23/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 | |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 36.000 EACH| 75.00000 2700.00| 60.00000 2160.00| CONSTRUCTION SIGN, A | | | 0016 801-06710 20.000 DAY | 20.00000 400.00| 40.00000 800.00| FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0018 808-06702 18.600 m | 10.00000 186.00| 3.13000 58.22| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0019 808-06711 9.300 m | 5.00000 46.50| 5.00000 46.50| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0020 808-06713 74.400 m | 3.50000 260.40| 2.50000 186.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 160,568.50| $ 166,537.28| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 160,568.50| $ 166,537.28| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 279,190.95 ROUTE : VARIOUS CALL ORDER : 660 CONTRACT ID : M -24898-A COUNTIES : VARIOUS LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/14/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1636776 LINKEL COMPANY $ 239,200.00 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 259,143.00 108.3373% 3 35-1038926 TOWNSEND TREE SERVICE CO $ 409,608.60 171.2410% ==================================================================================================================================== |(1) 35-1636776 |(2) 35-1609544 |(3) 35-1038926 |LINKEL COMPANY |SCHUTT-LOOKABILL CO |TOWNSEND TREE SERVICE CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MAINTENANCE, TREE REMOVAL | | | 0001 110-01001 LUMP| 11460.00000 11460.00| 12865.00000 12865.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-02250 2.000 EACH| 305.00000 610.00| 385.00000 770.00| 239.85000 479.70 TREE, 250 mm, REMOVE | | | 0003 202-02255 123.000 EACH| 400.00000 49200.00| 465.00000 57195.00| 719.55000 88504.65 TREE, 460 mm, REMOVE | | | 0004 202-02260 154.000 EACH| 520.00000 80080.00| 574.00000 88396.00| 959.40000 147747.60 TREE, 760 mm, REMOVE | | | 0005 202-02265 93.000 EACH| 800.00000 74400.00| 736.00000 68448.00| 1199.25000 111530.25 TREE, 1220 mm, REMOVE | | | 0006 202-02270 3.000 EACH| 900.00000 2700.00| 1100.00000 3300.00| 1918.80000 5756.40 TREE, 1520 mm, REMOVE | | | 0007 202-91922 235.000 EACH| 50.00000 11750.00| 108.00000 25380.00| 194.00000 45590.00 STUMP, REMOVE | | | 0008 801-06775 LUMP| 9000.00000 9000.00| 2789.00000 2789.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 239,200.00| $ 259,143.00| $ 409,608.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,200.00| $ 259,143.00| $ 409,608.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 670 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 99,999.99 ROUTE : INSTITUTIONAL ROADS CALL ORDER : 670 CONTRACT ID : M -24899-A COUNTIES : PUTNAM LETTING DATE : 05/23/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/00 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. $ 91,976.25 100.0000% ==================================================================================================================================== |(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 110-01001 LUMP| 4600.00000 4600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 303-52308 20.000 Mg | 47.99000 959.80| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0003 305-05204 20.000 Mg | 105.44000 2108.80| | HMA FOR PATCHING UNDISTRIBUTED | | | 0004 402-05495 2000.000 Mg | 40.08000 80160.00| | HMA WEDGE AND LEVEL 12.5mm | | | 0005 405-05517 8.100 Mg | 390.72000 3164.83| | ASPHALT FOR PRIME COAT | | | 0006 406-05520 2.300 Mg | 240.79000 553.82| | ASPHALT FOR TACK COAT | | | 0007 801-06640 3.000 EACH| 143.00000 429.00| | CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 91,976.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 91,976.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 678 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,990.00 ROUTE : US 30 CALL ORDER : 678 CONTRACT ID : M -24910-B COUNTIES : ALLEN KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT WHITLEY CONTRACT TIME : 16 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1489217 CUSTOM MOWING $ 33,400.00 100.0000% 2 35-1636776 LINKEL COMPANY $ 38,000.00 113.7724% 3 35-1958578 FEENEY, V., INC. $ 39,950.00 119.6107% 4 35-2034028 C & H MOWING, INC. $ 42,000.00 125.7485% ==================================================================================================================================== |(1) 31-1489217 |(2) 35-1636776 |(3) 35-1958578 |CUSTOM MOWING |LINKEL COMPANY |FEENEY, V., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04885 1.000 CYCL| 25000.00000 25000.00| 28000.00000 28000.00| 23975.00000 23975.00 MOWING, CYCLE NO. 2 | | | 0002 623-04886 1.000 CYCL| 8400.00000 8400.00| 10000.00000 10000.00| 15975.00000 15975.00 MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 33,400.00| $ 38,000.00| $ 39,950.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,400.00| $ 38,000.00| $ 39,950.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 678 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 42,990.00 ROUTE : US 30 CALL ORDER : 678 CONTRACT ID : M -24910-B COUNTIES : ALLEN KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT WHITLEY SET-ASIDE : ==================================================================================================================================== |(4) 35-2034028 | | |C & H MOWING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE MOWING | | | 0001 623-04885 1.000 CYCL| 26000.00000 26000.00| | MOWING, CYCLE NO. 2 | | | 0002 623-04886 1.000 CYCL| 16000.00000 16000.00| | MOWING, CYCLE NO. 3 | | | SECTION TOTALS | $ 42,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 42,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 680 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 273,482.94 ROUTE : 20 & 30 CALL ORDER : 680 CONTRACT ID : M -24911-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 267,143.47 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 289,800.00 108.4810% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 320,225.75 119.8703% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-1185040 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 13000.00000 13000.00| 5349.38000 5349.38| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 3700.000 m2 | 3.70000 13690.00| 6.30000 23310.00| 3.00000 11100.00 SURFACE MILLING, ASPHALT | | | 0003 203-02080 0.700 km | 25000.00000 17500.00| 47800.00000 33460.00| 60450.00000 42315.00 LINEAR GRADING | | | 0004 401-05437 1600.000 Mg | 41.00000 65600.00| 43.00000 68800.00| 43.50000 69600.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0005 401-05455 700.000 Mg | 46.00000 32200.00| 44.00000 30800.00| 46.00000 32200.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0006 401-05456 480.000 Mg | 58.00000 27840.00| 56.00000 26880.00| 55.00000 26400.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 801-06204 1075.000 m | 0.55000 591.25| 0.69000 741.75| 0.83000 892.25 TEMPORARY PAVEMENT MARKING, 125 mm | | | 0008 801-04308 2.000 EACH| 108.00000 216.00| 108.00000 216.00| 118.00000 236.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0009 801-06208 75.000 m | 4.35000 326.25| 2.59000 194.25| 4.40000 330.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0010 801-06605 10.000 EACH| 71.00000 710.00| 71.00000 710.00| 78.00000 780.00 BARRICADE, IIIA | | | 0011 801-06640 52.000 EACH| 102.00000 5304.00| 102.00000 5304.00| 110.00000 5720.00 CONSTRUCTION SIGN, A | | | 0012 801-06710 12.000 DAY | 20.00000 240.00| 15.00000 180.00| 24.00000 288.00 FLASHING ARROW SIGN | | | 0013 801-06775 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 9000.00000 9000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 680 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 273,482.94 ROUTE : 20 & 30 CALL ORDER : 680 CONTRACT ID : M -24911-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-1185040 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 802-91122 3.000 EACH| 70.00000 210.00| 70.00000 210.00| 450.00000 1350.00 SIGN, GROUND MOUNTED, RESET | | | 0015 805-02441 150.000 m | 2.00000 300.00| 2.00000 300.00| 2.48000 372.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 65.000 m | 38.50000 2502.50| 38.50000 2502.50| 38.50000 2502.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-01226 90.000 EACH| 7.50000 675.00| 7.50000 675.00| 8.25000 742.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0018 808-06701 220.000 m | 1.30000 286.00| 1.30000 286.00| 1.40000 308.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0019 808-06703 1000.000 m | 1.30000 1300.00| 1.30000 1300.00| 1.40000 1400.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0020 808-06713 820.000 m | 0.22000 180.40| 0.22000 180.40| 0.24000 196.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0021 808-06714 1210.000 m | 0.22000 266.20| 0.22000 266.20| 0.24000 290.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0022 808-75297 45.000 m | 9.00000 405.00| 9.00000 405.00| 9.90000 445.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0023 808-75320 14.000 EACH| 45.00000 630.00| 45.00000 630.00| 49.50000 693.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75325 14.000 EACH| 60.00000 840.00| 60.00000 840.00| 66.00000 924.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0025 808-75994 90.000 EACH| 5.25000 472.50| 5.25000 472.50| 5.80000 522.00 PRISMATIC REFLECTOR | | | 0026 808-75996 20.000 EACH| 6.00000 120.00| 6.00000 120.00| 3.80000 76.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 110-01001 LUMP| 3760.00000 3760.00| 7500.00000 7500.00| 23220.00000 23220.00 MOBILIZATION AND DEMOBILIZATION | | | 0028 202-02240 744.000 m2 | 8.40000 6249.60| 14.00000 10416.00| 5.00000 3720.00 PAVEMENT, REMOVE , CONCRETE SHOULDER | | | 0029 303-52309 176.000 Mg | 34.50000 6072.00| 13.50000 2376.00| 15.00000 2640.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0030 401-05437 760.000 Mg | 46.50000 35340.00| 40.00000 30400.00| 43.00000 32680.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0031 401-05455 173.000 Mg | 45.25000 7828.25| 41.00000 7093.00| 46.00000 7958.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 680 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 273,482.94 ROUTE : 20 & 30 CALL ORDER : 680 CONTRACT ID : M -24911-A COUNTIES : ELKHART KOSCIUSKO LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1065659 |(3) 35-1185040 |PHEND & BROWN, INC. |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 401-05456 110.000 Mg | 57.80000 6358.00| 51.00000 5610.00| 54.00000 5940.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0033 401-05467 214.000 m | 11.50000 2461.00| 20.00000 4280.00| 13.00000 2782.00 MILLED HMA CORRUGATIONS | | | 0034 621-01004 1.000 EACH| 510.00000 510.00| 510.00000 510.00| 560.00000 560.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 704.000 m2 | 1.38000 971.52| 1.38000 971.52| 1.45000 1020.80 MULCHED SEEDING, R | | | 0036 801-06640 8.000 EACH| 59.00000 472.00| 59.00000 472.00| 65.00000 520.00 CONSTRUCTION SIGN, A | | | 0037 801-06710 4.000 DAY | 20.00000 80.00| 15.00000 60.00| 24.00000 96.00 FLASHING ARROW SIGN | | | 0038 801-06208 1150.000 m | 2.60000 2990.00| 2.59000 2978.50| 4.70000 5405.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0039 801-06775 LUMP| 646.00000 646.00| 5000.00000 5000.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 267,143.47| $ 289,800.00| $ 320,225.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 267,143.47| $ 289,800.00| $ 320,225.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 690 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,371.88 ROUTE : SR 357 CALL ORDER : 690 CONTRACT ID : M -24924-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 111,600.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 125,361.80 112.3313% 3 35-1418333 ROGERS GROUP, INC. $ 135,357.00 121.2876% 4 35-1139301 E & B PAVING, INC. $ 143,326.80 128.4290% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1150.00000 4600.00| 750.00000 3000.00| 1000.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5550.00000 5550.00| 6000.00000 6000.00| 5432.62000 5432.62 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 13400.000 m2 | 0.70000 9380.00| 0.80000 10720.00| 0.90000 12060.00 SURFACE MILLING, ASPHALT | | | 0004 303-60900 82.000 Mg | 30.00000 2460.00| 20.00000 1640.00| 24.00000 1968.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0005 305-05204 100.000 Mg | 72.00000 7200.00| 95.00000 9500.00| 90.00000 9000.00 HMA FOR PATCHING | | | 0006 402-05477 1340.000 Mg | 44.00000 58960.00| 46.00000 61640.00| 55.00000 73700.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 100.000 Mg | 44.00000 4400.00| 34.00000 3400.00| 48.00000 4800.00 HMA WEDGE AND LEVEL | | | 0008 405-05517 3.700 Mg | 300.00000 1110.00| 300.00000 1110.00| 385.00000 1424.50 ASPHALT FOR PRIME COAT | | | 0009 406-05520 6.900 Mg | 150.00000 1035.00| 180.00000 1242.00| 200.00000 1380.00 ASPHALT FOR TACK COAT | | | 0010 610-05527 100.000 Mg | 50.00000 5000.00| 85.00000 8500.00| 60.00000 6000.00 HMA FOR APPROACHES | | | 0011 720-44000 8.000 EACH| 150.00000 1200.00| 400.00000 3200.00| 375.00000 3000.00 CASTING, ADJUST TO GRADE | | | 0012 801-06203 200.000 m | 1.45000 290.00| 3.50000 700.00| 0.65000 130.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06207 200.000 m | 3.15000 630.00| 5.00000 1000.00| 3.30000 660.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 690 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,371.88 ROUTE : SR 357 CALL ORDER : 690 CONTRACT ID : M -24924-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06640 31.000 EACH| 60.00000 1860.00| 64.00000 1984.00| 65.00000 2015.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 4372.20000 4372.20| 8000.00000 8000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0016 808-06703 40.000 m | 1.40000 56.00| 1.50000 60.00| 1.40000 56.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0017 808-06713 1720.000 m | 0.20000 344.00| 0.20000 344.00| 0.22000 378.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 3984.000 m | 0.20000 796.80| 0.20000 796.80| 0.22000 876.48 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-74815 50.000 m | 4.20000 210.00| 4.50000 225.00| 4.20000 210.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0020 808-75297 140.000 m | 8.40000 1176.00| 9.00000 1260.00| 8.40000 1176.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75320 2.000 EACH| 70.00000 140.00| 75.00000 150.00| 70.00000 140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 2.000 EACH| 90.00000 180.00| 95.00000 190.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0023 808-75340 2.000 EACH| 325.00000 650.00| 350.00000 700.00| 375.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 111,600.00| $ 125,361.80| $ 135,357.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 111,600.00| $ 125,361.80| $ 135,357.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 690 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,371.88 ROUTE : SR 357 CALL ORDER : 690 CONTRACT ID : M -24924-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 2500.00000 10000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 10125.00000 10125.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 13400.000 m2 | 1.08000 14472.00| | SURFACE MILLING, ASPHALT | | | 0004 303-60900 82.000 Mg | 31.00000 2542.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0005 305-05204 100.000 Mg | 96.00000 9600.00| | HMA FOR PATCHING | | | 0006 402-05477 1340.000 Mg | 48.00000 64320.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 100.000 Mg | 60.00000 6000.00| | HMA WEDGE AND LEVEL | | | 0008 405-05517 3.700 Mg | 425.00000 1572.50| | ASPHALT FOR PRIME COAT | | | 0009 406-05520 6.900 Mg | 225.00000 1552.50| | ASPHALT FOR TACK COAT | | | 0010 610-05527 100.000 Mg | 80.00000 8000.00| | HMA FOR APPROACHES | | | 0011 720-44000 8.000 EACH| 400.00000 3200.00| | CASTING, ADJUST TO GRADE | | | 0012 801-06203 200.000 m | 1.15000 230.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0013 801-06207 200.000 m | 4.00000 800.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0014 801-06640 31.000 EACH| 60.00000 1860.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 5500.00000 5500.00| | MAINTAINING TRAFFIC | | | 0016 808-06703 40.000 m | 1.40000 56.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0017 808-06713 1720.000 m | 0.20000 344.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 3984.000 m | 0.20000 796.80| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-74815 50.000 m | 4.20000 210.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 690 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 177,371.88 ROUTE : SR 357 CALL ORDER : 690 CONTRACT ID : M -24924-A COUNTIES : GIBSON LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-75297 140.000 m | 8.40000 1176.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75320 2.000 EACH| 70.00000 140.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 2.000 EACH| 90.00000 180.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0023 808-75340 2.000 EACH| 325.00000 650.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 143,326.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 143,326.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 700 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,060.37 ROUTE : 157 CALL ORDER : 700 CONTRACT ID : M -24925-A COUNTIES : GREENE LETTING DATE : 05/23/00 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 35-1418333 ROGERS GROUP, INC. $ 228,157.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 327,800.50 143.6732% ==================================================================================================================================== |(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 WEDGE AND LEVEL | | | 0001 105-06790 3.000 MOS | 900.00000 2700.00| 2500.00000 7500.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 10835.34000 10835.34| 18000.00000 18000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02676 1216.000 Mg | 0.01000 12.16| 7.00000 8512.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0004 202-60820 20405.000 m2 | 0.50000 10202.50| 1.00000 20405.00| SURFACE MILLING, ASPHALT | | | 0005 303-04095 332.000 Mg | 21.00000 6972.00| 47.00000 15604.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 305-05204 100.000 Mg | 81.00000 8100.00| 112.00000 11200.00| HMA FOR PATCHING | | | 0007 402-05495 4300.000 Mg | 36.50000 156950.00| 48.75000 209625.00| HMA WEDGE AND LEVEL | | | 0008 405-05517 12.000 Mg | 350.00000 4200.00| 350.00000 4200.00| ASPHALT FOR PRIME COAT | | | 0009 406-05520 12.000 Mg | 200.00000 2400.00| 200.00000 2400.00| ASPHALT FOR TACK COAT | | | 0010 801-06203 240.000 m | 1.95000 468.00| 5.75000 1380.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0011 801-06207 640.000 m | 3.50000 2240.00| 5.75000 3680.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 69.000 EACH| 50.00000 3450.00| 53.00000 3657.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 8200.00000 8200.00| 8500.00000 8500.00| MAINTAINING TRAFFIC | | | 0014 808-04298 2.000 EACH| 385.00000 770.00| 400.00000 800.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 700 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 388,060.37 ROUTE : 157 CALL ORDER : 700 CONTRACT ID : M -24925-A COUNTIES : GREENE LETTING DATE : 05/23/00 10:00 AM DISTRICT : VINCENNES 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 808-75297 10.000 m | 18.50000 185.00| 21.00000 210.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0016 808-75996 385.000 EACH| 5.00000 1925.00| 5.50000 2117.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0017 808-75998 385.000 EACH| 22.20000 8547.00| 26.00000 10010.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 228,157.00| $ 327,800.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 228,157.00| $ 327,800.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 710 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 131,487.84 ROUTE : PARK ROAD CALL ORDER : 710 CONTRACT ID : M -25002-A COUNTIES : RIPLEY LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 128,897.50 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 134,432.00 104.2937% 3 35-0844079 ROHE, PAUL H. COMPANY $ 145,947.36 113.2274% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 200,150.00 155.2784% ==================================================================================================================================== |(1) 61-0476452 |(2) 35-1357381 |(3) 35-0844079 |HANSON AGGREGATES MIDWEST, I|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 110-01001 LUMP| 3275.00000 3275.00| 2500.00000 2500.00| 3146.67000 3146.67 MOBILIZATION AND DEMOBILIZATION | | | 0002 305-05204 50.000 Mg | 92.50000 4625.00| 110.00000 5500.00| 170.20000 8510.00 HMA FOR PATCHING | | | 0003 402-05477 2752.000 Mg | 40.00000 110080.00| 41.00000 112832.00| 41.73000 114840.96 HMA SURFACE 9.5 mm, MAINLINE | | | 0004 402-05495 150.000 Mg | 49.75000 7462.50| 60.00000 9000.00| 61.72000 9258.00 HMA WEDGE AND LEVEL | | | 0005 406-05520 8.000 Mg | 230.00000 1840.00| 200.00000 1600.00| 389.30000 3114.40 ASPHALT FOR TACK COAT | | | 0006 801-06640 2.000 EACH| 132.50000 265.00| 250.00000 500.00| 125.00000 250.00 CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 1350.00000 1350.00| 2500.00000 2500.00| 6827.33000 6827.33 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 128,897.50| $ 134,432.00| $ 145,947.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 128,897.50| $ 134,432.00| $ 145,947.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 710 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 131,487.84 ROUTE : PARK ROAD CALL ORDER : 710 CONTRACT ID : M -25002-A COUNTIES : RIPLEY LETTING DATE : 05/23/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 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 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 305-05204 50.000 Mg | 120.00000 6000.00| | HMA FOR PATCHING | | | 0003 402-05477 2752.000 Mg | 60.00000 165120.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0004 402-05495 150.000 Mg | 65.00000 9750.00| | HMA WEDGE AND LEVEL | | | 0005 406-05520 8.000 Mg | 185.00000 1480.00| | ASPHALT FOR TACK COAT | | | 0006 801-06640 2.000 EACH| 150.00000 300.00| | CONSTRUCTION SIGN, A | | | 0007 801-06775 LUMP| 7500.00000 7500.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 200,150.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 200,150.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 720 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 547,698.89 ROUTE : SR 3, SR 4 & SR 327 CALL ORDER : 720 CONTRACT ID : M -25013-A COUNTIES : LAGRANGE STEUBEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/04/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES $ 467,323.00 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 481,204.00 102.9703% 3 35-1065659 BROOKS CONSTRUCTION $ 484,239.49 103.6198% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1185040 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WIDENING, WEDGE AND LEVEL AND ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 49200.00000 49200.00| 16000.00000 16000.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 133.000 m2 | 20.00000 2660.00| 16.00000 2128.00| 23.92000 3181.36 SURFACE MILLING, ASPHALT | | | 0003 203-02080 0.434 km | 15000.00000 6510.00| 6500.00000 2821.00| 19024.00000 8256.42 LINEAR GRADING | | | 0004 303-04095 2850.000 Mg | 5.00000 14250.00| 10.50000 29925.00| 12.60000 35910.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 125.000 Mg | 125.00000 15625.00| 98.00000 12250.00| 86.03000 10753.75 HMA FOR PATCHING | | | 0006 305-05731 7050.000 Mg | 24.50000 172725.00| 38.50000 271425.00| 26.34000 185697.00 WIDENING WITH QC/QA HMA , SR 3 | | | 0008 402-05477 500.000 Mg | 39.50000 19750.00| 36.00000 18000.00| 30.53000 15265.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 2375.000 Mg | 45.00000 106875.00| 32.00000 76000.00| 36.65000 87043.75 HMA WEDGE AND LEVEL | | | 0010 406-05520 7.000 Mg | 500.00000 3500.00| 230.00000 1610.00| 158.73000 1111.11 ASPHALT FOR TACK COAT | | | 0011 611-06497 1.000 EACH| 350.00000 350.00| 300.00000 300.00| 325.00000 325.00 MAILBOX ASSEMBLY, SINGLE | | | 0012 621-01004 1.000 EACH| 900.00000 900.00| 985.00000 985.00| 900.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0013 621-06559 2650.000 m2 | 0.74000 1961.00| 0.80000 2120.00| 0.74000 1961.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 720 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 547,698.89 ROUTE : SR 3, SR 4 & SR 327 CALL ORDER : 720 CONTRACT ID : M -25013-A COUNTIES : LAGRANGE STEUBEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1185040 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 715-05152 155.000 m | 125.00000 19375.00| 65.00000 10075.00| 84.02000 13023.10 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0015 715-46010 1.000 EACH| 300.00000 300.00| 400.00000 400.00| 480.00000 480.00 PIPE END SECTION, 450 mm | | | 0016 720-45035 2.000 EACH| 1500.00000 3000.00| 820.00000 1640.00| 1300.00000 2600.00 INLET, F7 | | | 0017 801-06207 150.000 m | 10.00000 1500.00| 3.30000 495.00| 9.84000 1476.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0018 801-06640 66.000 EACH| 75.00000 4950.00| 60.00000 3960.00| 55.00000 3630.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 23970.00000 23970.00 MAINTAINING TRAFFIC , SR 3 | | | 0020 801-06775 LUMP| 10000.00000 10000.00| 2200.00000 2200.00| 23970.00000 23970.00 MAINTAINING TRAFFIC , SR 327 | | | 0021 801-06775 LUMP| 10000.00000 10000.00| 4400.00000 4400.00| 23970.00000 23970.00 MAINTAINING TRAFFIC , SR 4 | | | 0022 808-06712 910.000 m | 0.60000 546.00| 0.30000 273.00| 0.60000 546.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0023 808-06713 870.000 m | 0.60000 522.00| 0.30000 261.00| 0.60000 522.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-75996 80.000 EACH| 8.00000 640.00| 6.00000 480.00| 8.50000 680.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 80.000 EACH| 29.80000 2384.00| 25.70000 2056.00| 29.80000 2384.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0026 305-05731 400.000 Mg | 24.50000 9800.00| 38.50000 15400.00| 31.46000 12584.00 WIDENING WITH QC/QA HMA , SR 37 | | | SECTION TOTALS | $ 467,323.00| $ 481,204.00| $ 484,239.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,323.00| $ 481,204.00| $ 484,239.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 730 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,675.94 ROUTE : I-469 CALL ORDER : 730 CONTRACT ID : M -25014-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 12/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 278,619.75 100.0000% 2 35-1374866 PRIMCO, INC. $ 279,328.84 100.2545% 3 35-1065659 BROOKS CONSTRUCTION $ 283,630.30 101.7983% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 298,793.30 107.2405% 5 35-0999231 HUNT PAVING COMPANY, INC. $ 332,643.45 119.3897% 6 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 394,118.31 141.4538% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1374866 |(3) 35-1065659 |E & B PAVING, INC. |PRIMCO, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB | | | 0001 105-06790 6.000 MOS | 1760.35000 10562.10| 1011.34000 6068.04| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 13930.99000 13930.99| 13966.44000 13966.44| 14000.00000 14000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-94793 6.100 m | 235.31000 1435.39| 145.00000 884.50| 175.00000 1067.50 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0004 305-01272 2078.000 m | 10.11000 21008.58| 18.00000 37404.00| 4.00000 8312.00 ROUT, CLEAN, AND SEAL TRANSVERSE AND | | | LONGITUDINAL CRACKS | | | 0005 305-05206 6.000 Mg | 150.00000 900.00| 300.00000 1800.00| 100.00000 600.00 WIDENING WITH HMA | | | 0006 503-05240 37.000 m | 13.98000 517.26| 25.00000 925.00| 10.00000 370.00 D-1 CONTRACTION JOINT | | | 0007 506-06333 1105.600 m2 | 147.55000 163131.28| 135.00000 149256.00| 168.00000 185740.80 PCCP PATCHING, FULL DEPTH | | | 0008 506-06334 79.200 m2 | 126.62000 10028.30| 185.50000 14691.60| 175.00000 13860.00 PCCP PATCHING, PARTIAL DEPTH | | | 0009 602-06032 6.100 m | 379.59000 2315.50| 425.00000 2592.50| 400.00000 2440.00 BARRIER, MEDIAN, CONCRETE | | | 0010 801-04308 4.000 EACH| 123.42000 493.68| 325.00000 1300.00| 325.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0011 801-06208 1000.000 m | 4.08000 4080.00| 3.49000 3490.00| 4.00000 4000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0012 801-06605 14.000 EACH| 85.68000 1199.52| 125.00000 1750.00| 125.00000 1750.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 730 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,675.94 ROUTE : I-469 CALL ORDER : 730 CONTRACT ID : M -25014-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1374866 |(3) 35-1065659 |E & B PAVING, INC. |PRIMCO, INC. |BROOKS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06625 16.000 EACH| 46.92000 750.72| 95.00000 1520.00| 95.00000 1520.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0014 801-06640 52.000 EACH| 65.79000 3421.08| 85.00000 4420.00| 85.00000 4420.00 CONSTRUCTION SIGN, A | | | 0015 801-06710 50.000 DAY | 20.40000 1020.00| 19.40000 970.00| 30.00000 1500.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 41533.65000 41533.65| 25656.76000 25656.76| 32700.00000 32700.00 MAINTAINING TRAFFIC | | | 0017 801-92448 600.000 DAY | 1.38000 828.00| 18.64000 11184.00| 5.00000 3000.00 CONSTRUCTION SIGNS, MOBILE | | | 0018 808-01226 10.000 EACH| 146.37000 1463.70| 145.00000 1450.00| 105.00000 1050.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | SECTION TOTALS | $ 278,619.75| $ 279,328.84| $ 283,630.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,619.75| $ 279,328.84| $ 283,630.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 730 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,675.94 ROUTE : I-469 CALL ORDER : 730 CONTRACT ID : M -25014-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-0999231 |(6) 35-1136349 |KANKAKEE VALLEY CONSTRUCTION|HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB | | | 0001 105-06790 6.000 MOS | 2108.75000 12652.50| 900.00000 5400.00| 1343.82000 8062.92 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 18000.00000 18000.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-94793 6.100 m | 500.00000 3050.00| 183.72000 1120.69| 187.58000 1144.24 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0004 305-01272 2078.000 m | 4.60000 9558.80| 11.37000 23626.86| 28.34000 58890.52 ROUT, CLEAN, AND SEAL TRANSVERSE AND | | | LONGITUDINAL CRACKS | | | 0005 305-05206 6.000 Mg | 150.00000 900.00| 170.41000 1022.46| 93.37000 560.22 WIDENING WITH HMA | | | 0006 503-05240 37.000 m | 35.00000 1295.00| 50.00000 1850.00| 39.43000 1458.91 D-1 CONTRACTION JOINT | | | 0007 506-06333 1105.600 m2 | 170.00000 187952.00| 154.00000 170262.40| 137.15000 151633.04 PCCP PATCHING, FULL DEPTH | | | 0008 506-06334 79.200 m2 | 200.00000 15840.00| 189.73000 15026.62| 98.42000 7794.86 PCCP PATCHING, PARTIAL DEPTH | | | 0009 602-06032 6.100 m | 850.00000 5185.00| 233.01000 1421.36| 685.23000 4179.90 BARRIER, MEDIAN, CONCRETE | | | 0010 801-04308 4.000 EACH| 121.00000 484.00| 121.00000 484.00| 379.33000 1517.32 ROAD CLOSURE SIGN ASSEMBLY | | | 0011 801-06208 1000.000 m | 4.00000 4000.00| 4.64000 4640.00| 4.67000 4670.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0012 801-06605 14.000 EACH| 84.00000 1176.00| 84.00000 1176.00| 145.90000 2042.60 BARRICADE, IIIA | | | 0013 801-06625 16.000 EACH| 46.00000 736.00| 48.30000 772.80| 110.88000 1774.08 DETOUR ROUTE MARKER ASSEMBLY | | | 0014 801-06640 52.000 EACH| 64.50000 3354.00| 67.73000 3521.96| 99.21000 5158.92 CONSTRUCTION SIGN, A | | | 0015 801-06710 50.000 DAY | 15.00000 750.00| 50.00000 2500.00| 21.80000 1090.00 FLASHING ARROW SIGN | | | 0016 801-06775 LUMP| 25000.00000 25000.00| 73568.00000 73568.00| 96207.88000 96207.88 MAINTAINING TRAFFIC | | | 0017 801-92448 600.000 DAY | 1.35000 810.00| 11.00000 6600.00| 45.43000 27258.00 CONSTRUCTION SIGNS, MOBILE | | | 0018 808-01226 10.000 EACH| 105.00000 1050.00| 165.03000 1650.30| 167.49000 1674.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 730 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 269,675.94 ROUTE : I-469 CALL ORDER : 730 CONTRACT ID : M -25014-A COUNTIES : ALLEN LETTING DATE : 05/23/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-0999231 |(6) 35-1136349 |KANKAKEE VALLEY CONSTRUCTION|HUNT PAVING COMPANY, INC. |TSCHUOR, GALE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 298,793.30| $ 332,643.45| $ 394,118.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,793.30| $ 332,643.45| $ 394,118.31 ====================================================================================================================================