INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 140,098.40 ROUTE : US 27 CALL ORDER : 290 CONTRACT ID : RS-24404-C COUNTIES : WAYNE LETTING DATE : 01/19/00 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 31-0860455 SLURRY SEAL OF SOUTHERN OHIO, INC. $ 139,397.65 100.0000% 2 31-0908125 STRAWSER, INC. $ 142,563.00 102.2707% ==================================================================================================================================== |(1) 31-0860455 |(2) 31-0908125 | |SLURRY SEAL OF SOUTHERN OHIO|STRAWSER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR (MICRO-SURFACE) | | | 0001 105-06790 4.000 MOS | 500.00000 2000.00| 1500.00000 6000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 1725.00000 1725.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 13280.00000 13280.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 402-03720 48500.000 m2 | 1.96000 95060.00| 1.91000 92635.00| MICRO-SURFACING, SURFACE COURSE | | | 0005 801-06640 32.000 EACH| 22.40000 716.80| 105.00000 3360.00| CONSTRUCTION SIGN, A | | | 0006 801-06710 120.000 DAY | 13.13000 1575.60| 1.00000 120.00| FLASHING ARROW SIGN | | | 0007 801-06775 LUMP| 12000.00000 12000.00| 15781.20000 15781.20| MAINTAINING TRAFFIC | | | 0008 808-06701 1635.000 m | 0.85000 1389.75| 0.90000 1471.50| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0010 808-75245 6550.000 m | 0.85000 5567.50| 0.90000 5895.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0011 808-75274 60.000 m | 3.33000 199.80| 4.10000 246.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 200 mm | | | 0012 808-75300 30.000 m | 2.58000 77.40| 3.15000 94.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0013 808-75320 8.000 EACH| 66.25000 530.00| 60.00000 480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 140,098.40 ROUTE : US 27 CALL ORDER : 290 CONTRACT ID : RS-24404-C COUNTIES : WAYNE LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0860455 |(2) 31-0908125 | |SLURRY SEAL OF SOUTHERN OHIO|STRAWSER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75325 5.000 EACH| 78.00000 390.00| 80.00000 400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0015 808-97127 180.000 m | 1.06000 190.80| 1.11000 199.80| LINE, THERMOPLASTIC, SOLID, WHITE, 125 | | | mm | | | 0016 808-75297 70.000 m | 10.00000 700.00| 12.50000 875.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | SECTION TOTALS | $ 139,397.65| $ 142,563.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 139,397.65| $ 142,563.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,986.93 ROUTE : 37 CALL ORDER : 300 CONTRACT ID : RS-24534-A COUNTIES : MONROE MORGAN LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 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. $ 2,737,037.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,122,221.05 114.0730% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 3,636,379.92 132.8582% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 |(3) 35-1357381 |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE(NON-3R/4R STANDARDS | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 2300.00000 13800.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| 18000.00000 18000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40980.31000 40980.31| 60000.00000 60000.00| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 2542.000 m2 | 14.50000 36859.00| 13.25000 33681.50| 30.00000 76260.00 PAVEMENT, REMOVE | | | 0005 202-02241 4975.000 m | 1.60000 7960.00| 1.65000 8208.75| 2.00000 9950.00 GUARDRAIL, REMOVE | | | 0006 202-60820 224173.000 m2 | 0.56000 125536.88| 0.41000 91910.93| 0.60000 134503.80 SURFACE MILLING, ASPHALT | | | 0007 202-93741 32.000 EACH| 51.00000 1632.00| 52.00000 1664.00| 60.00000 1920.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 380.000 m3 | 30.00000 11400.00| 51.00000 19380.00| 40.00000 15200.00 EXCAVATION, COMMON | | | 0009 303-52308 908.650 Mg | 16.50000 14992.73| 26.00000 23624.90| 25.00000 22716.25 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 303-52309 4938.000 Mg | 9.20000 45429.60| 14.00000 69132.00| 20.00000 98760.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0011 303-97820 910.000 Mg | 20.60000 18746.00| 36.00000 32760.00| 35.00000 31850.00 AGGREGATE, 8 | | | 0013 310-04013 64.000 m2 | 172.00000 11008.00| 245.00000 15680.00| 240.00000 15360.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0014 401-05454 17188.500 Mg | 28.85000 495888.23| 32.25000 554329.13| 40.00000 687540.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0015 401-05456 10845.250 Mg | 39.40000 427302.85| 46.25000 501592.81| 48.25000 523283.32 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,986.93 ROUTE : 37 CALL ORDER : 300 CONTRACT ID : RS-24534-A COUNTIES : MONROE MORGAN LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 |(3) 35-1357381 |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05461 15230.000 Mg | 36.00000 548280.00| 37.75000 574932.50| 44.00000 670120.00 QC/QA HMA INTERMEDIATE 9.5 mm, SHOULDER | | | 0017 406-05520 144.000 Mg | 171.00000 24624.00| 155.00000 22320.00| 200.00000 28800.00 ASPHALT FOR TACK COAT | | | 0018 501-02400 LUMP| 4100.00000 4100.00| 7200.00000 7200.00| 10000.00000 10000.00 PROFILOGRAPH | | | 0019 501-03489 737.000 EACH| 13.50000 9949.50| 14.75000 10870.75| 10.00000 7370.00 TIE BAR, RETROFIT | | | 0020 501-05182 2542.000 m2 | 76.00000 193192.00| 51.25000 130277.50| 75.00000 190650.00 CEMENT CONCRETE PAVEMENT, PLAIN, 300 mm | | | 0021 501-05240 428.000 m | 50.00000 21400.00| 32.00000 13696.00| 30.00000 12840.00 CONTRACTION JOINT, D1 | | | 0022 601-05999 31.000 EACH| 30.00000 930.00| 31.00000 961.00| 35.00000 1085.00 CURVED TERMINAL END | | | 0023 601-94689 31.000 EACH| 2965.00000 91915.00| 3500.00000 108500.00| 3500.00000 108500.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 4975.000 m | 29.00000 144275.00| 30.00000 149250.00| 35.00000 174125.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06646 600.000 m | 120.00000 72000.00| 262.00000 157200.00| 70.00000 42000.00 TEMPORARY CONCRETE BARRIER | | | 0026 608-04395 1200.000 Mg | 15.50000 18600.00| 13.00000 15600.00| 30.00000 36000.00 AGGREGATE FOR SHOULDER DRAINS | | | 0027 610-05527 1612.250 Mg | 44.00000 70939.00| 72.50000 116888.13| 75.00000 120918.75 HMA FOR APPROACHES | | | 0028 801-06203 3443.000 m | 0.30000 1032.90| 0.30000 1032.90| 2.00000 6886.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0029 801-06207 1721.500 m | 3.00000 5164.50| 3.50000 6025.25| 4.00000 6886.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0030 801-06208 5600.000 m | 2.50000 14000.00| 4.50000 25200.00| 5.00000 28000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 125 mm | | | 0031 801-06640 52.000 EACH| 62.00000 3224.00| 62.00000 3224.00| 100.00000 5200.00 CONSTRUCTION SIGN, A | | | 0032 801-06710 75.000 DAY | 14.50000 1087.50| 15.00000 1125.00| 25.00000 1875.00 FLASHING ARROW SIGN | | | 0033 801-06775 LUMP| 50000.00000 50000.00| 60050.00000 60050.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0034 808-06703 17264.000 m | 0.72000 12430.08| 0.75000 12948.00| 1.00000 17264.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0039 305-05731 3952.800 Mg | 44.00000 173923.20| 60.50000 239144.40| 60.00000 237168.00 WIDENING WITH QC/QA HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,540,986.93 ROUTE : 37 CALL ORDER : 300 CONTRACT ID : RS-24534-A COUNTIES : MONROE MORGAN LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 |(3) 35-1357381 |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-06701 4316.000 m | 0.75000 3237.00| 0.75000 3237.00| 1.00000 4316.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0041 808-06711 4316.000 m | 0.13000 561.08| 0.15000 647.40| 0.20000 863.20 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0042 808-06714 17264.000 m | 0.13000 2244.32| 0.15000 2589.60| 0.20000 3452.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0043 808-75245 17264.000 m | 0.75000 12948.00| 0.75000 12948.00| 1.00000 17264.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0044 808-06713 17264.000 m | 0.13000 2244.32| 0.15000 2589.60| 0.20000 3452.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 2,737,037.00| $ 3,122,221.05| $ 3,636,379.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,737,037.00| $ 3,122,221.05| $ 3,636,379.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,436,506.73 ROUTE : SR 43 CALL ORDER : 310 CONTRACT ID : RS-24536-A COUNTIES : MONROE OWEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,210,478.00 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,406,043.46 116.1560% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |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 6.000 MOS | 3000.00000 18000.00| 1100.00000 6600.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 35000.00000 35000.00| 19219.26000 19219.26| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 109424.000 m2 | 0.25000 27356.00| 1.00000 109424.00| SURFACE MILLING, ASPHALT | | | 0004 303-52309 3382.000 Mg | 15.00000 50730.00| 15.00000 50730.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 401-05454 17975.500 Mg | 31.00000 557240.50| 37.50000 674081.25| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0006 401-05456 8215.000 Mg | 46.00000 377890.00| 47.00000 386105.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 401-06264 LUMP| 6199.97000 6199.97| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0008 406-05520 92.500 Mg | 156.00000 14430.00| 200.00000 18500.00| ASPHALT FOR TACK COAT | | | 0009 610-05527 974.500 Mg | 70.00000 68215.00| 73.00000 71138.50| HMA FOR APPROACHES | | | 0010 801-06203 10327.500 m | 1.00000 10327.50| 0.70000 7229.25| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0011 801-06207 3442.500 m | 1.00000 3442.50| 3.00000 10327.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 36.000 EACH| 70.00000 2520.00| 70.00000 2520.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 30000.00000 30000.00| 33000.00000 33000.00| MAINTAINING TRAFFIC | | | 0014 808-06712 1288.500 m | 0.15000 193.28| 0.20000 257.70| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,436,506.73 ROUTE : SR 43 CALL ORDER : 310 CONTRACT ID : RS-24536-A COUNTIES : MONROE OWEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1418333 | |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 34396.000 m | 0.15000 5159.40| 0.20000 6879.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0016 808-06714 25159.000 m | 0.15000 3773.85| 0.20000 5031.80| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,210,478.00| $ 1,406,043.46| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,210,478.00| $ 1,406,043.46| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,008,004.77 ROUTE : 62 CALL ORDER : 320 CONTRACT ID : RS-24540-A COUNTIES : HARRISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0248940 CORYDON STONE & ASPHALT $ 869,272.86 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 924,000.00 106.2957% ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 | |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 1100.00000 6600.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43000.00000 43000.00| 46200.00000 46200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 44.000 m | 30.00000 1320.00| 45.00000 1980.00| DITCH CLEANING | | | 0005 201-52370 LUMP| 7500.00000 7500.00| 4600.00000 4600.00| CLEARING RIGHT OF WAY | | | 0006 202-02241 278.300 m | 10.00000 2783.00| 10.00000 2783.00| GUARDRAIL, REMOVE | | | 0007 202-02277 1007.000 m | 10.00000 10070.00| 13.00000 13091.00| GUTTER, LIP, REMOVE | | | 0008 202-02772 13.000 EACH| 50.00000 650.00| 35.00000 455.00| CASTING, REMOVE | | | 0009 202-05441 7836.500 m2 | 7.00000 54855.50| 7.90000 61908.35| GRIND CONCRETE PAVEMENT | | | 0010 202-60820 19179.200 m2 | 1.00000 19179.20| 1.35000 25891.92| SURFACE MILLING, ASPHALT | | | 0011 202-60822 872.100 m2 | 1.00000 872.10| 3.00000 2616.30| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02080 0.700 km | 5000.00000 3500.00| 21000.00000 14700.00| LINEAR GRADING | | | 0013 303-52309 620.000 Mg | 15.00000 9300.00| 15.00000 9300.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 305-05204 488.500 Mg | 75.00000 36637.50| 95.00000 46407.50| HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,008,004.77 ROUTE : 62 CALL ORDER : 320 CONTRACT ID : RS-24540-A COUNTIES : HARRISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 | |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05206 962.000 Mg | 35.00000 33670.00| 32.00000 30784.00| WIDENING WITH HMA | | | 0016 310-04013 84.000 m2 | 130.00000 10920.00| 170.00000 14280.00| PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0017 401-05454 4504.500 Mg | 27.00000 121621.50| 34.00000 153153.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0018 401-05456 4261.000 Mg | 40.00000 170440.00| 46.00000 196006.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05495 584.500 Mg | 27.00000 15781.50| 32.00000 18704.00| HMA WEDGE AND LEVEL | | | 0020 406-05520 32.100 Mg | 160.00000 5136.00| 175.00000 5617.50| ASPHALT FOR TACK COAT | | | 0021 601-01848 2.000 EACH| 1490.00000 2980.00| 1490.00000 2980.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-06037 4.000 EACH| 570.00000 2280.00| 570.00000 2280.00| GUARDRAIL END TREATMENT, I | | | 0023 601-99105 278.300 m | 32.50000 9044.75| 32.50000 9044.75| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 604-91531 2.500 m2 | 75.00000 187.50| 70.00000 175.00| SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06150 1202.500 m | 40.00000 48100.00| 40.00000 48100.00| CURB AND GUTTER, C, CONCRETE | | | 0026 610-05527 1248.000 Mg | 50.00000 62400.00| 40.00000 49920.00| HMA FOR APPROACHES | | | 0027 616-02320 1870.000 m2 | 2.00000 3740.00| 1.40000 2618.00| GEOTEXTILES | | | 0028 616-06405 1777.000 Mg | 20.00000 35540.00| 16.00000 28432.00| RIPRAP, REVETMENT | | | 0029 621-06574 1322.000 m2 | 5.00000 6610.00| 3.65000 4825.30| SODDING | | | 0030 715-02839 23.000 m | 400.00000 9200.00| 315.00000 7245.00| PIPE, POLYETHYLENE LINER, 600 mm | | | 0031 715-46000 2.000 EACH| 180.00000 360.00| 300.00000 600.00| PIPE END SECTION, 300 mm | | | 0032 715-99394 30.000 m | 48.00000 1440.00| 140.00000 4200.00| PIPE, GROUP A, 300 mm | | | 0033 720-44000 58.000 EACH| 275.00000 15950.00| 135.00000 7830.00| CASTING, ADJUST TO GRADE | | | 0034 720-44055 13.000 EACH| 700.00000 9100.00| 475.00000 6175.00| CASTING, 10, FURNISH AND ADJUST TO GRADE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,008,004.77 ROUTE : 62 CALL ORDER : 320 CONTRACT ID : RS-24540-A COUNTIES : HARRISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 | |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 720-45045 3.000 EACH| 1300.00000 3900.00| 775.00000 2325.00| INLET, J10 | | | 0036 801-06203 1582.500 m | 0.95000 1503.38| 1.00000 1582.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 1605.000 m | 2.75000 4413.75| 2.00000 3210.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06640 66.000 EACH| 50.00000 3300.00| 65.00000 4290.00| CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 38000.00000 38000.00| 34973.37000 34973.37| MAINTAINING TRAFFIC | | | 0040 805-01836 314.000 m | 4.00000 1256.00| 4.00000 1256.00| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0041 805-02327 16.000 EACH| 70.00000 1120.00| 69.00000 1104.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0042 805-02503 2168.000 m | 4.00000 8672.00| 3.80000 8238.40| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0043 805-78795 693.500 m | 20.00000 13870.00| 19.00000 13176.50| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0044 808-01804 30.000 m | 25.00000 750.00| 29.95000 898.50| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0045 808-06701 24.500 m | 0.80000 19.60| 0.77000 18.87| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0046 808-06703 222.000 m | 0.80000 177.60| 0.77000 170.94| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0047 808-06713 6602.000 m | 0.23000 1518.46| 0.19000 1254.38| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0048 808-06714 1144.000 m | 0.23000 263.12| 0.19000 217.36| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0049 808-75051 77.000 m | 5.00000 385.00| 5.55000 427.35| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0050 808-75069 30.000 m | 10.00000 300.00| 8.95000 268.50| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0051 808-75071 12.000 EACH| 150.00000 1800.00| 168.50000 2022.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,008,004.77 ROUTE : 62 CALL ORDER : 320 CONTRACT ID : RS-24540-A COUNTIES : HARRISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0248940 |(2) 35-2040801 | |CORYDON STONE & ASPHALT |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75240 776.000 m | 0.80000 620.80| 0.77000 597.52| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0053 808-75245 7082.000 m | 0.80000 5665.60| 0.77000 5453.14| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0054 808-75297 186.000 m | 8.50000 1581.00| 11.30000 2101.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0055 808-75300 409.000 m | 2.00000 818.00| 3.25000 1329.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm 200mm | | | 0056 808-75320 48.000 EACH| 50.00000 2400.00| 51.00000 2448.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75996 64.000 EACH| 5.00000 320.00| 12.00000 768.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 130.000 EACH| 15.00000 1950.00| 11.32000 1471.60| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | INSTALL | | | 0059 808-75994 130.000 EACH| 10.00000 1300.00| 6.88000 894.40| PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 869,272.86| $ 924,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 869,272.86| $ 924,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,565,916.45 ROUTE : 58 CALL ORDER : 330 CONTRACT ID : RS-24640-A COUNTIES : LAWRENCE LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 65 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. $ 1,150,446.58 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,246,007.25 108.3063% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 600.00000 4800.00| 1000.00000 8000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6800.00000 6800.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13267.60000 13267.60| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 55322.000 m2 | 0.64000 35406.08| 0.75000 41491.50| SURFACE MILLING, ASPHALT | | | 0005 203-91878 200.000 m | 30.00000 6000.00| 50.00000 10000.00| LINEAR DITCH GRADING | | | 0006 303-04095 1500.000 Mg | 14.00000 21000.00| 18.00000 27000.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0007 303-98541 130.000 Mg | 35.00000 4550.00| 25.00000 3250.00| COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0008 305-05204 325.000 Mg | 83.00000 26975.00| 80.00000 26000.00| HMA FOR PATCHING | | | 0009 401-05455 9600.000 Mg | 28.00000 268800.00| 31.50000 302400.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0010 401-05456 11200.000 Mg | 42.00000 470400.00| 40.00000 448000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-06264 LUMP| 4000.00000 4000.00| 3500.00000 3500.00| PROFILOGRAPH, HMA | | | 0012 402-05490 50.000 Mg | 62.00000 3100.00| 60.00000 3000.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0013 402-05493 1125.000 Mg | 34.75000 39093.75| 40.00000 45000.00| HMA SURFACE 19.0 mm, SHOULDER | | | 0014 402-05495 1300.000 Mg | 38.00000 49400.00| 40.00000 52000.00| HMA WEDGE AND LEVEL | | | 0015 405-05517 32.500 Mg | 300.00000 9750.00| 250.00000 8125.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,565,916.45 ROUTE : 58 CALL ORDER : 330 CONTRACT ID : RS-24640-A COUNTIES : LAWRENCE LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 59.000 Mg | 165.00000 9735.00| 175.00000 10325.00| ASPHALT FOR TACK COAT | | | 0017 601-06037 4.000 EACH| 550.00000 2200.00| 600.00000 2400.00| GUARDRAIL END TREATMENT, I | | | 0018 601-99105 70.000 m | 34.50000 2415.00| 40.00000 2800.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 610-05527 1225.000 Mg | 50.00000 61250.00| 65.00000 79625.00| HMA FOR APPROACHES | | | 0020 616-02320 400.000 m2 | 2.75000 1100.00| 3.00000 1200.00| GEOTEXTILES | | | 0021 616-06405 125.000 Mg | 39.00000 4875.00| 30.00000 3750.00| RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH| 700.00000 700.00| 750.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 0.200 Mg | 880.00000 176.00| 1000.00000 200.00| FERTILIZER | | | 0024 621-06553 30.000 kg | 13.00000 390.00| 20.00000 600.00| SEED MIXTURE, R | | | 0025 621-06565 0.750 Mg | 850.00000 637.50| 1000.00000 750.00| MULCHING MATERIAL | | | 0026 801-06203 1160.000 m | 2.50000 2900.00| 1.00000 1160.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0027 801-06207 1820.000 m | 3.25000 5915.00| 3.00000 5460.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0028 801-06640 66.000 EACH| 70.00000 4620.00| 75.00000 4950.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 35000.00000 35000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0030 805-02327 6.000 EACH| 69.00000 414.00| 300.00000 1800.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0031 805-02503 250.000 m | 4.00000 1000.00| 1.00000 250.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0032 805-78795 120.000 m | 20.00000 2400.00| 50.00000 6000.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0033 808-04298 2.000 EACH| 375.00000 750.00| 400.00000 800.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0034 808-06712 3025.000 m | 0.14000 423.50| 0.20000 605.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,565,916.45 ROUTE : 58 CALL ORDER : 330 CONTRACT ID : RS-24640-A COUNTIES : LAWRENCE LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-1357381 | |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06713 31000.000 m | 0.14000 4340.00| 0.20000 6200.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0036 808-06714 35650.000 m | 0.14000 4991.00| 0.20000 7130.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0037 808-75260 18.000 m | 5.30000 95.40| 6.00000 108.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0038 808-75297 55.500 m | 10.50000 582.75| 12.50000 693.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75300 148.000 m | 2.50000 370.00| 3.00000 444.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0040 808-75320 2.000 EACH| 55.00000 110.00| 75.00000 150.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 2.000 EACH| 75.00000 150.00| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0042 808-75996 1413.000 EACH| 3.00000 4239.00| 3.00000 4239.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0043 808-75998 1413.000 EACH| 25.00000 35325.00| 27.00000 38151.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,150,446.58| $ 1,246,007.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,150,446.58| $ 1,246,007.25| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 911,022.52 ROUTE : SR 10 CALL ORDER : 340 CONTRACT ID : RS-24650-A COUNTIES : JASPER LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS 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. $ 701,331.17 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 719,912.00 102.6493% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 779,731.00 111.1787% 4 35-1120685 WALSH & KELLY, INC. $ 812,128.45 115.7981% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 8.000 MOS | 1000.00000 8000.00| 2700.00000 21600.00| 1000.00000 8000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1323.24000 1323.24| 8000.00000 8000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 5930.00000 5930.00| 18400.00000 18400.00| 38000.00000 38000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 1047.000 m2 | 5.82000 6093.54| 3.25000 3402.75| 4.00000 4188.00 SURFACE MILLING, ASPHALT | | | 0005 211-02060 13.000 m3 | 8.97000 116.61| 11.85000 154.05| 15.00000 195.00 B BORROW FOR STRUCTURE BACKFILL | | | 0006 303-04095 1793.000 Mg | 14.49000 25980.57| 16.95000 30391.35| 15.00000 26895.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0007 401-05455 7710.000 Mg | 29.87000 230297.70| 27.40000 211254.00| 32.00000 246720.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0008 401-05456 4819.000 Mg | 34.88000 168086.72| 33.65000 162159.35| 39.00000 187941.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 401-06264 LUMP| 3536.25000 3536.25| 3650.00000 3650.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0010 402-05487 814.000 Mg | 35.76000 29108.64| 34.95000 28449.30| 32.00000 26048.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0011 402-05490 509.000 Mg | 39.19000 19947.71| 40.55000 20639.95| 39.00000 19851.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0012 402-05495 2810.000 Mg | 32.32000 90819.20| 38.80000 109028.00| 35.00000 98350.00 HMA WEDGE AND LEVEL | | | 0013 406-05520 52.000 Mg | 158.97000 8266.44| 295.00000 15340.00| 200.00000 10400.00 ASPHALT FOR TACK COAT | | | 0014 610-05527 964.000 Mg | 53.13000 51217.32| 54.00000 52056.00| 60.00000 57840.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 911,022.52 ROUTE : SR 10 CALL ORDER : 340 CONTRACT ID : RS-24650-A COUNTIES : JASPER LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1917625 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 615-06527 8.000 EACH| 339.12000 2712.96| 160.00000 1280.00| 335.00000 2680.00 MONUMENT, SECTION CORNER | | | 0016 715-05118 12.600 m | 146.51000 1846.03| 118.00000 1486.80| 175.00000 2205.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0017 715-05133 0.900 m | 2762.95000 2486.66| 660.00000 594.00| 1000.00000 900.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0018 715-05841 1.000 EACH| 2197.42000 2197.42| 345.00000 345.00| 1000.00000 1000.00 CONCRETE ANCHOR, 1500 mm | | | 0019 801-06203 1015.000 m | 1.50000 1522.50| 3.20000 3248.00| 3.00000 3045.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0020 801-06207 1015.000 m | 2.93000 2973.95| 2.25000 2283.75| 3.60000 3654.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0021 801-06640 22.000 EACH| 50.00000 1100.00| 75.00000 1650.00| 50.00000 1100.00 CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 19785.00000 19785.00| 7500.00000 7500.00| 12700.00000 12700.00 MAINTAINING TRAFFIC | | | 0024 808-06703 42.000 m | 0.75000 31.50| 0.75000 31.50| 0.75000 31.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0025 808-06713 17510.000 m | 0.13000 2276.30| 0.13000 2276.30| 0.15000 2626.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-75240 2200.000 m | 0.75000 1650.00| 0.75000 1650.00| 0.75000 1650.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0027 808-75245 1323.000 m | 0.75000 992.25| 0.75000 992.25| 0.75000 992.25 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0028 808-75297 38.000 m | 9.30000 353.40| 9.30000 353.40| 9.50000 361.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75996 411.000 EACH| 4.56000 1874.16| 3.25000 1335.75| 3.25000 1335.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 411.000 EACH| 25.00000 10275.00| 25.00000 10275.00| 26.00000 10686.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0031 801-06216 38.000 m | 13.95000 530.10| 2.25000 85.50| 22.00000 836.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | SECTION TOTALS | $ 701,331.17| $ 719,912.00| $ 779,731.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 701,331.17| $ 719,912.00| $ 779,731.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 911,022.52 ROUTE : SR 10 CALL ORDER : 340 CONTRACT ID : RS-24650-A COUNTIES : JASPER LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 | | |WALSH & KELLY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 8.000 MOS | 1500.00000 12000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1665.00000 1665.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40060.00000 40060.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 1047.000 m2 | 5.00000 5235.00| | SURFACE MILLING, ASPHALT | | | 0005 211-02060 13.000 m3 | 18.00000 234.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0006 303-04095 1793.000 Mg | 14.00000 25102.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0007 401-05455 7710.000 Mg | 33.50000 258285.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0008 401-05456 4819.000 Mg | 38.10000 183603.90| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 401-06264 LUMP| 4000.00000 4000.00| | PROFILOGRAPH, HMA | | | 0010 402-05487 814.000 Mg | 33.50000 27269.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0011 402-05490 509.000 Mg | 38.10000 19392.90| | HMA SURFACE 9.5 mm, SHOULDER | | | 0012 402-05495 2810.000 Mg | 40.00000 112400.00| | HMA WEDGE AND LEVEL | | | 0013 406-05520 52.000 Mg | 350.00000 18200.00| | ASPHALT FOR TACK COAT | | | 0014 610-05527 964.000 Mg | 51.00000 49164.00| | HMA FOR APPROACHES | | | 0015 615-06527 8.000 EACH| 250.00000 2000.00| | MONUMENT, SECTION CORNER | | | 0016 715-05118 12.600 m | 200.00000 2520.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0017 715-05133 0.900 m | 2000.00000 1800.00| | PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0018 715-05841 1.000 EACH| 1500.00000 1500.00| | CONCRETE ANCHOR, 1500 mm | | | 0019 801-06203 1015.000 m | 1.25000 1268.75| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0020 801-06207 1015.000 m | 3.00000 3045.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 911,022.52 ROUTE : SR 10 CALL ORDER : 340 CONTRACT ID : RS-24650-A COUNTIES : JASPER LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1120685 | | |WALSH & KELLY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06640 22.000 EACH| 51.50000 1133.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 25000.00000 25000.00| | MAINTAINING TRAFFIC | | | 0024 808-06703 42.000 m | 0.90000 37.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0025 808-06713 17510.000 m | 0.14000 2451.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-75240 2200.000 m | 0.90000 1980.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0027 808-75245 1323.000 m | 0.90000 1190.70| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0028 808-75297 38.000 m | 10.00000 380.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75996 411.000 EACH| 3.00000 1233.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 411.000 EACH| 24.00000 9864.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0031 801-06216 38.000 m | 3.00000 114.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | SECTION TOTALS | $ 812,128.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 812,128.45| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 344 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 42 CALL ORDER : 344 CONTRACT ID : RS-24654-B COUNTIES : CLAY LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/28/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 997,572.41 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,000.00 ROUTE : SR 19 CALL ORDER : 350 CONTRACT ID : RS-24670-A COUNTIES : ELKHART LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE 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 35-0918397 RIETH RILEY CONSTRUCTION $ 749,932.30 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 816,675.01 108.8998% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 824,510.69 109.9446% 4 35-0997978 PHEND & BROWN, INC. $ 843,410.21 112.4648% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |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 105-01925 6.000 MOS | 1100.00000 6600.00| 700.00000 4200.00| 1100.00000 6600.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 24411.88000 24411.88| 43950.00000 43950.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 19990.800 m2 | 1.00000 19990.80| 0.90000 17991.72| 0.80000 15992.64 SURFACE MILLING, ASPHALT | | | 0004 303-52309 1850.000 Mg | 13.00000 24050.00| 7.50000 13875.00| 11.50000 21275.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 585.000 Mg | 70.00000 40950.00| 91.00000 53235.00| 80.00000 46800.00 HMA FOR PATCHING | | | 0006 305-98794 175.000 Mg | 20.00000 3500.00| 7.50000 1312.50| 12.00000 2100.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0007 401-05454 8100.000 Mg | 29.00000 234900.00| 30.25000 245025.00| 31.00000 251100.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 6375.000 Mg | 31.40000 200175.00| 38.25000 243843.75| 35.00000 223125.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 2800.000 Mg | 35.00000 98000.00| 38.00000 106400.00| 34.00000 95200.00 HMA WEDGE AND LEVEL | | | 0010 406-05520 64.500 Mg | 250.00000 16125.00| 175.00000 11287.50| 240.00000 15480.00 ASPHALT FOR TACK COAT | | | 0011 608-04396 15.000 EACH| 200.00000 3000.00| 175.00000 2625.00| 155.00000 2325.00 SHOULDER DRAIN | | | 0012 610-05527 670.000 Mg | 35.00000 23450.00| 60.00000 40200.00| 64.00000 42880.00 HMA FOR APPROACHES | | | 0013 615-06520 13.000 EACH| 150.00000 1950.00| 175.00000 2275.00| 185.00000 2405.00 MONUMENT, RE-ESTABLISH | | | 0014 715-05149 2.500 m | 190.00000 475.00| 350.00000 875.00| 350.00000 875.00 PIPE, TYPE 2, CIRCULAR, 300 mm , CLAY | | | PIPE, EXTRA STRENGTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,000.00 ROUTE : SR 19 CALL ORDER : 350 CONTRACT ID : RS-24670-A COUNTIES : ELKHART LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-44000 6.000 EACH| 400.00000 2400.00| 650.00000 3900.00| 240.00000 1440.00 CASTING, ADJUST TO GRADE | | | 0016 801-06203 8984.000 m | 0.34000 3054.56| 0.34000 3054.56| 0.37000 3324.08 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06207 810.000 m | 4.02000 3256.20| 3.50000 2835.00| 4.25000 3442.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0018 801-06640 36.000 EACH| 67.63000 2434.68| 64.00000 2304.00| 69.00000 2484.00 CONSTRUCTION SIGN, A | | | 0019 801-06645 2.000 EACH| 26.42000 52.84| 25.00000 50.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | 0020 801-06775 LUMP| 25000.00000 25000.00| 21000.00000 21000.00| 26550.00000 26550.00 MAINTAINING TRAFFIC | | | 0021 805-02327 3.000 EACH| 71.32000 213.96| 250.00000 750.00| 190.00000 570.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0022 808-01226 410.000 EACH| 6.25000 2562.50| 6.25000 2562.50| 6.75000 2767.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0023 808-06703 93.000 m | 0.83000 77.19| 0.82500 76.73| 0.89000 82.77 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0024 808-06713 16208.000 m | 0.14000 2269.12| 0.14000 2269.12| 0.15000 2431.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-75240 1750.000 m | 0.83000 1452.50| 0.82500 1443.75| 0.85000 1487.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0026 808-75245 4190.000 m | 0.83000 3477.70| 0.82500 3456.75| 0.85000 3561.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0027 808-75297 65.000 m | 8.75000 568.75| 8.75000 568.75| 9.00000 585.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75300 400.000 m | 2.25000 900.00| 2.25000 900.00| 2.30000 920.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0029 808-75320 2.000 EACH| 55.00000 110.00| 55.00000 110.00| 57.00000 114.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 2.000 EACH| 79.50000 159.00| 79.50000 159.00| 84.00000 168.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75340 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 260.00000 520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,000.00 ROUTE : SR 19 CALL ORDER : 350 CONTRACT ID : RS-24670-A COUNTIES : ELKHART LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1065659 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75994 410.000 EACH| 5.25000 2152.50| 5.25000 2152.50| 5.50000 2255.00 PRISMATIC REFLECTOR | | | 0033 203-02131 2.500 m3 | 200.00000 500.00| 310.00000 775.00| 110.00000 275.00 EXPLORATORY EXCAVATION | | | 0034 213-52830 2.500 m3 | 250.00000 625.00| 100.00000 250.00| 550.00000 1375.00 FLOWABLE MORTAR | | | SECTION TOTALS | $ 749,932.30| $ 816,675.01| $ 824,510.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 749,932.30| $ 816,675.01| $ 824,510.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 350 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,000.00 ROUTE : SR 19 CALL ORDER : 350 CONTRACT ID : RS-24670-A COUNTIES : ELKHART LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1565.00000 9390.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 42000.00000 42000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 19990.800 m2 | 2.00000 39981.60| | SURFACE MILLING, ASPHALT | | | 0004 303-52309 1850.000 Mg | 13.50000 24975.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 585.000 Mg | 90.00000 52650.00| | HMA FOR PATCHING | | | 0006 305-98794 175.000 Mg | 20.00000 3500.00| | COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0007 401-05454 8100.000 Mg | 29.50000 238950.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 6375.000 Mg | 35.00000 223125.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 2800.000 Mg | 33.00000 92400.00| | HMA WEDGE AND LEVEL | | | 0010 406-05520 64.500 Mg | 170.00000 10965.00| | ASPHALT FOR TACK COAT | | | 0011 608-04396 15.000 EACH| 253.00000 3795.00| | SHOULDER DRAIN | | | 0012 610-05527 670.000 Mg | 80.00000 53600.00| | HMA FOR APPROACHES | | | 0013 615-06520 13.000 EACH| 300.00000 3900.00| | MONUMENT, RE-ESTABLISH | | | 0014 715-05149 2.500 m | 286.00000 715.00| | PIPE, TYPE 2, CIRCULAR, 300 mm , CLAY | | | PIPE, EXTRA STRENGTH | | | 0015 720-44000 6.000 EACH| 498.00000 2988.00| | CASTING, ADJUST TO GRADE | | | 0016 801-06203 8984.000 m | 0.42000 3773.28| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06207 810.000 m | 0.69000 558.90| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0018 801-06640 36.000 EACH| 64.00000 2304.00| | CONSTRUCTION SIGN, A | | | 0019 801-06645 2.000 EACH| 25.00000 50.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 350 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 925,000.00 ROUTE : SR 19 CALL ORDER : 350 CONTRACT ID : RS-24670-A COUNTIES : ELKHART LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0997978 | | |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 18000.00000 18000.00| | MAINTAINING TRAFFIC | | | 0021 805-02327 3.000 EACH| 246.00000 738.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0022 808-01226 410.000 EACH| 6.25000 2562.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0023 808-06703 93.000 m | 0.82000 76.26| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0024 808-06713 16208.000 m | 0.14000 2269.12| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-75240 1750.000 m | 0.82000 1435.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0026 808-75245 4190.000 m | 0.82000 3435.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0027 808-75297 65.000 m | 8.75000 568.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75300 400.000 m | 2.25000 900.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0029 808-75320 2.000 EACH| 55.00000 110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 2.000 EACH| 79.50000 159.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75340 2.000 EACH| 250.00000 500.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0032 808-75994 410.000 EACH| 5.25000 2152.50| | PRISMATIC REFLECTOR | | | 0033 203-02131 2.500 m3 | 300.00000 750.00| | EXPLORATORY EXCAVATION | | | 0034 213-52830 2.500 m3 | 53.00000 132.50| | FLOWABLE MORTAR | | | SECTION TOTALS | $ 843,410.21| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 843,410.21| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,521.18 ROUTE : 24 CALL ORDER : 360 CONTRACT ID : RS-24671-A COUNTIES : ALLEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/18/00 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. $ 1,598,941.50 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,819,980.93 113.8241% 3 34-4272670 JOHNSON, S.E. COMPANIES $ 1,933,871.25 120.9469% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,016,561.85 126.1185% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1100.00000 6600.00| 1150.00000 6900.00| 1600.00000 9600.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 54456.00000 54456.00| 91000.00000 91000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 176.000 m2 | 12.00000 2112.00| 9.97000 1754.72| 13.00000 2288.00 PAVEMENT, REMOVE | | | 0004 202-60820 2950.000 m2 | 2.55000 7522.50| 1.95000 5752.50| 4.00000 11800.00 SURFACE MILLING, ASPHALT | | | 0005 202-60822 360.000 m2 | 6.50000 2340.00| 2.74000 986.40| 4.00000 1440.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 203-91878 120.000 m | 10.00000 1200.00| 65.62000 7874.40| 50.00000 6000.00 LINEAR DITCH GRADING | | | 0007 205-02236 13.000 EACH| 65.00000 845.00| 65.00000 845.00| 65.00000 845.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0008 211-02060 34.000 m3 | 21.00000 714.00| 20.25000 688.50| 20.00000 680.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 4755.000 Mg | 5.40000 25677.00| 5.51000 26200.05| 12.00000 57060.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 303-52309 3984.000 Mg | 12.10000 48206.40| 14.33000 57090.72| 12.25000 48804.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0011 305-05204 864.000 Mg | 78.44000 67772.16| 69.07000 59676.48| 61.50000 53136.00 HMA FOR PATCHING | | | 0012 305-05206 9684.000 Mg | 25.70000 248878.80| 31.77000 307660.68| 30.00000 290520.00 WIDENING WITH HMA | | | 0013 310-04014 515.000 m2 | 116.78000 60141.70| 130.00000 66950.00| 165.00000 84975.00 PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,521.18 ROUTE : 24 CALL ORDER : 360 CONTRACT ID : RS-24671-A COUNTIES : ALLEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-05454 13241.000 Mg | 24.10000 319108.10| 26.12000 345854.92| 30.00000 397230.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0015 401-05456 9458.000 Mg | 31.25000 295562.50| 31.48000 297737.84| 36.00000 340488.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 401-05462 4153.000 Mg | 24.80000 102994.40| 25.80000 107147.40| 26.00000 107978.00 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0017 401-05464 2967.000 Mg | 29.00000 86043.00| 30.99000 91947.33| 30.00000 89010.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0018 401-06264 LUMP| 3300.00000 3300.00| 10000.00000 10000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0019 406-05520 82.900 Mg | 160.00000 13264.00| 197.59000 16380.21| 85.00000 7046.50 ASPHALT FOR TACK COAT | | | 0020 605-06120 68.000 m | 79.00000 5372.00| 82.02000 5577.36| 65.00000 4420.00 CURB, CONCRETE | | | 0021 605-94082 1.000 EACH| 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00 CURB TURNOUT, CONCRETE | | | 0022 610-05527 1181.000 Mg | 51.40000 60703.40| 48.69000 57502.89| 62.25000 73517.25 HMA FOR APPROACHES | | | 0023 611-95023 5.000 EACH| 75.00000 375.00| 90.00000 450.00| 150.00000 750.00 MAILBOX ASSEMBLY, RESET | | | 0024 621-06574 580.000 m2 | 6.35000 3683.00| 7.00000 4060.00| 6.35000 3683.00 SODDING | | | 0025 715-05119 132.400 m | 112.35000 14875.14| 135.27000 17909.75| 100.00000 13240.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0026 715-05595 3.000 m | 150.00000 450.00| 115.85000 347.55| 115.00000 345.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0027 715-05756 4.900 m | 150.00000 735.00| 103.94000 509.31| 105.00000 514.50 PIPE EXTENSION, CIRCULAR, 300 mm | | | 0028 720-44000 11.000 EACH| 300.00000 3300.00| 370.00000 4070.00| 300.00000 3300.00 CASTING, ADJUST TO GRADE | | | 0029 720-44015 1.000 EACH| 600.00000 600.00| 390.00000 390.00| 750.00000 750.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0030 720-45615 5.800 m | 600.00000 3480.00| 1213.92000 7040.74| 865.00000 5017.00 INLET, RECONSTRUCT STRUCTURE | | | 0031 720-92603 1.000 EACH| 220.00000 220.00| 550.00000 550.00| 300.00000 300.00 PIPE CATCH BASIN CASTING FOR 600 MM PIPE| | | 0032 730-03475 11.000 EACH| 240.00000 2640.00| 445.00000 4895.00| 500.00000 5500.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0033 801-01093 16.000 EACH| 1450.00000 23200.00| 900.00000 14400.00| 1100.00000 17600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,521.18 ROUTE : 24 CALL ORDER : 360 CONTRACT ID : RS-24671-A COUNTIES : ALLEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06203 12700.000 m | 0.54000 6858.00| 0.03000 381.00| 0.25000 3175.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 12700.000 m | 1.92000 24384.00| 0.07000 889.00| 1.00000 12700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0036 801-06640 40.000 EACH| 55.00000 2200.00| 55.00000 2200.00| 55.00000 2200.00 CONSTRUCTION SIGN, A | | | 0037 801-06710 63.000 DAY | 17.00000 1071.00| 50.00000 3150.00| 15.00000 945.00 FLASHING ARROW SIGN | | | 0038 801-06775 LUMP| 31000.00000 31000.00| 129100.00000 129100.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0039 802-74046 4.000 EACH| 168.00000 672.00| 55.00000 220.00| 55.00000 220.00 SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0040 802-99058 6.000 EACH| 27.50000 165.00| 40.00000 240.00| 95.00000 570.00 SHEET SIGN, INSTALL | | | 0041 804-06771 276.000 EACH| 18.40000 5078.40| 16.00000 4416.00| 19.50000 5382.00 DELINEATOR POST, FLEXIBLE | | | 0042 805-01843 7.000 EACH| 350.00000 2450.00| 220.00000 1540.00| 220.00000 1540.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0043 805-92951 16.000 EACH| 130.00000 2080.00| 185.00000 2960.00| 185.00000 2960.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0044 808-06701 3800.000 m | 0.70000 2660.00| 0.73000 2774.00| 0.70000 2660.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0045 808-06703 18630.000 m | 0.70000 13041.00| 0.73000 13599.90| 0.70000 13041.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0046 808-75245 14930.000 m | 0.70000 10451.00| 0.73000 10898.90| 0.70000 10451.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0047 808-75297 98.500 m | 10.00000 985.00| 8.75000 861.88| 10.00000 985.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0048 808-75320 27.000 EACH| 50.00000 1350.00| 40.00000 1080.00| 50.00000 1350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 27.000 EACH| 60.00000 1620.00| 60.00000 1620.00| 60.00000 1620.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 808-75996 770.000 EACH| 4.50000 3465.00| 2.65000 2040.50| 3.50000 2695.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,521.18 ROUTE : 24 CALL ORDER : 360 CONTRACT ID : RS-24671-A COUNTIES : ALLEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-75998 980.000 EACH| 23.00000 22540.00| 22.00000 21560.00| 23.00000 22540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,598,941.50| $ 1,819,980.93| $ 1,933,871.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,598,941.50| $ 1,819,980.93| $ 1,933,871.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 360 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,521.18 ROUTE : 24 CALL ORDER : 360 CONTRACT ID : RS-24671-A COUNTIES : ALLEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1300.00000 7800.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 110000.00000 110000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 176.000 m2 | 26.00000 4576.00| | PAVEMENT, REMOVE | | | 0004 202-60820 2950.000 m2 | 1.60000 4720.00| | SURFACE MILLING, ASPHALT | | | 0005 202-60822 360.000 m2 | 2.00000 720.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0006 203-91878 120.000 m | 58.00000 6960.00| | LINEAR DITCH GRADING | | | 0007 205-02236 13.000 EACH| 100.00000 1300.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0008 211-02060 34.000 m3 | 19.00000 646.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 4755.000 Mg | 10.65000 50640.75| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 303-52309 3984.000 Mg | 9.90000 39441.60| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0011 305-05204 864.000 Mg | 56.00000 48384.00| | HMA FOR PATCHING | | | 0012 305-05206 9684.000 Mg | 38.00000 367992.00| | WIDENING WITH HMA | | | 0013 310-04014 515.000 m2 | 142.00000 73130.00| | PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0014 401-05454 13241.000 Mg | 32.00000 423712.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0015 401-05456 9458.000 Mg | 36.00000 340488.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 401-05462 4153.000 Mg | 31.00000 128743.00| | QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0017 401-05464 2967.000 Mg | 32.00000 94944.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0018 401-06264 LUMP| 5040.00000 5040.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 360 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,521.18 ROUTE : 24 CALL ORDER : 360 CONTRACT ID : RS-24671-A COUNTIES : ALLEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 406-05520 82.900 Mg | 245.00000 20310.50| | ASPHALT FOR TACK COAT | | | 0020 605-06120 68.000 m | 85.00000 5780.00| | CURB, CONCRETE | | | 0021 605-94082 1.000 EACH| 1200.00000 1200.00| | CURB TURNOUT, CONCRETE | | | 0022 610-05527 1181.000 Mg | 36.00000 42516.00| | HMA FOR APPROACHES | | | 0023 611-95023 5.000 EACH| 115.00000 575.00| | MAILBOX ASSEMBLY, RESET | | | 0024 621-06574 580.000 m2 | 5.75000 3335.00| | SODDING | | | 0025 715-05119 132.400 m | 160.00000 21184.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0026 715-05595 3.000 m | 220.00000 660.00| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0027 715-05756 4.900 m | 195.00000 955.50| | PIPE EXTENSION, CIRCULAR, 300 mm | | | 0028 720-44000 11.000 EACH| 255.00000 2805.00| | CASTING, ADJUST TO GRADE | | | 0029 720-44015 1.000 EACH| 1015.00000 1015.00| | CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0030 720-45615 5.800 m | 600.00000 3480.00| | INLET, RECONSTRUCT STRUCTURE | | | 0031 720-92603 1.000 EACH| 540.00000 540.00| | PIPE CATCH BASIN CASTING FOR 600 MM PIPE| | | 0032 730-03475 11.000 EACH| 895.00000 9845.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0033 801-01093 16.000 EACH| 1200.00000 19200.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0034 801-06203 12700.000 m | 0.36000 4572.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 12700.000 m | 2.55000 32385.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0036 801-06640 40.000 EACH| 112.00000 4480.00| | CONSTRUCTION SIGN, A | | | 0037 801-06710 63.000 DAY | 24.00000 1512.00| | FLASHING ARROW SIGN | | | 0038 801-06775 LUMP| 54000.00000 54000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 360 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,035,521.18 ROUTE : 24 CALL ORDER : 360 CONTRACT ID : RS-24671-A COUNTIES : ALLEN LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 802-74046 4.000 EACH| 112.00000 448.00| | SIGN ASSEMBLY, U CHANNEL POSTS, RELOCATE| | | 0040 802-99058 6.000 EACH| 168.00000 1008.00| | SHEET SIGN, INSTALL | | | 0041 804-06771 276.000 EACH| 27.00000 7452.00| | DELINEATOR POST, FLEXIBLE | | | 0042 805-01843 7.000 EACH| 395.00000 2765.00| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0043 805-92951 16.000 EACH| 145.00000 2320.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0044 808-06701 3800.000 m | 0.84000 3192.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0045 808-06703 18630.000 m | 0.84000 15649.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0046 808-75245 14930.000 m | 0.84000 12541.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0047 808-75297 98.500 m | 9.80000 965.30| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0048 808-75320 27.000 EACH| 52.00000 1404.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 27.000 EACH| 75.00000 2025.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 808-75996 770.000 EACH| 2.24000 1724.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 980.000 EACH| 26.00000 25480.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,016,561.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,016,561.85| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,995,130.54 ROUTE : SR 3 CALL ORDER : 370 CONTRACT ID : RS-24679-A COUNTIES : DELAWARE BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 70 WORK DAYS 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. $ 1,841,585.89 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 2,062,696.04 112.0065% ==================================================================================================================================== |(1) 35-1139301 |(2) 34-4272670 | |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 9.000 MOS | 2000.00000 18000.00| 1200.00000 10800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 92000.00000 92000.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 305-05204 2727.000 Mg | 60.00000 163620.00| 84.00000 229068.00| HMA FOR PATCHING | | | 0005 305-60400 1335.000 Mg | 10.00000 13350.00| 58.00000 77430.00| COMPACTED AGGREGATE FOR PATCHING | | | 0006 401-05454 21142.000 Mg | 29.00000 613118.00| 34.75000 734684.50| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 10571.000 Mg | 37.00000 391127.00| 40.50000 428125.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-05462 5209.000 Mg | 29.00000 151061.00| 33.00000 171897.00| QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0009 401-05464 2604.000 Mg | 37.00000 96348.00| 39.50000 102858.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0010 405-05517 95.000 Mg | 50.00000 4750.00| 250.00000 23750.00| ASPHALT FOR PRIME COAT | | | 0011 406-05520 6.500 Mg | 400.00000 2600.00| 250.00000 1625.00| ASPHALT FOR TACK COAT | | | 0012 610-05527 1470.000 Mg | 70.00000 102900.00| 98.00000 144060.00| HMA FOR APPROACHES | | | 0013 801-06203 25786.000 m | 0.10000 2578.60| 0.25000 6446.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06207 12893.000 m | 1.00000 12893.00| 1.25000 16116.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,995,130.54 ROUTE : SR 3 CALL ORDER : 370 CONTRACT ID : RS-24679-A COUNTIES : DELAWARE BLACKFORD LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 34-4272670 | |E & B PAVING, INC. |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 52.000 EACH| 55.00000 2860.00| 79.00000 4108.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 66000.00000 66000.00| 16000.00000 16000.00| MAINTAINING TRAFFIC | | | 0017 808-06713 37290.000 m | 0.13000 4847.70| 0.13000 4847.70| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06726 20.700 m | 20.00000 414.00| 6.55000 135.59| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0019 808-75240 15582.000 m | 0.10000 1558.20| 0.72000 11219.04| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0020 808-75245 12893.000 m | 1.23000 15858.39| 0.72000 9282.96| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0021 303-52309 4092.000 Mg | 18.50000 75702.00| 13.50000 55242.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | SECTION TOTALS | $ 1,841,585.89| $ 2,062,696.04| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,841,585.89| $ 2,062,696.04| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,064.05 ROUTE : 32 CALL ORDER : 380 CONTRACT ID : RS-24680-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,308,800.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,374,921.90 105.0521% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHAB | | | 0001 105-01925 9.000 MOS | 2100.00000 18900.00| 2000.00000 18000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 7900.00000 7900.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28159.66000 28159.66| 68750.00000 68750.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 85642.000 m2 | 1.50000 128463.00| 1.50000 128463.00| SURFACE MILLING, ASPHALT 25MM | | | 0005 202-60820 3956.000 m2 | 1.50000 5934.00| 2.15000 8505.40| SURFACE MILLING, ASPHALT 50MM | | | 0006 305-05204 2008.000 Mg | 64.50000 129516.00| 85.00000 170680.00| HMA FOR PATCHING | | | 0007 310-04013 1523.720 m2 | 100.00000 152372.00| 115.00000 175227.80| PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0008 401-05454 6683.000 Mg | 39.00000 260637.00| 34.00000 227222.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 5941.000 Mg | 49.00000 291109.00| 44.00000 261404.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-05457 432.000 Mg | 55.00000 23760.00| 44.00000 19008.00| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0011 401-05462 308.000 Mg | 39.00000 12012.00| 37.00000 11396.00| QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0012 401-05464 220.000 Mg | 49.00000 10780.00| 47.00000 10340.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0015 501-04966 26.000 EACH| 160.00000 4160.00| 115.00000 2990.00| DOWEL BAR | | | 0016 605-06120 208.000 m | 60.00000 12480.00| 167.00000 34736.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,064.05 ROUTE : 32 CALL ORDER : 380 CONTRACT ID : RS-24680-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 610-05527 819.000 Mg | 75.00000 61425.00| 90.00000 73710.00| HMA FOR APPROACHES | | | 0018 720-44000 93.000 EACH| 370.00000 34410.00| 500.00000 46500.00| CASTING, ADJUST TO GRADE | | | 0019 801-06203 1549.000 m | 3.00000 4647.00| 0.58000 898.42| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0020 801-06207 1549.000 m | 3.00000 4647.00| 4.52000 7001.48| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0021 801-06640 131.000 EACH| 70.00000 9170.00| 75.00000 9825.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 70000.00000 70000.00| 55000.00000 55000.00| MAINTAINING TRAFFIC | | | 0024 805-78795 225.000 m | 20.00000 4500.00| 19.00000 4275.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-04298 2.000 EACH| 290.00000 580.00| 275.00000 550.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0026 808-06701 2738.000 m | 0.78000 2135.64| 0.72000 1971.36| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0027 808-06703 295.000 m | 0.78000 230.10| 0.72000 212.40| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0028 808-06713 15126.000 m | 0.17000 2571.42| 0.17000 2571.42| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0031 808-75240 2121.000 m | 0.78000 1654.38| 0.72000 1527.12| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0032 808-75245 12540.000 m | 0.78000 9781.20| 0.72000 9028.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0033 808-75320 27.000 EACH| 48.00000 1296.00| 45.00000 1215.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 11.000 EACH| 58.00000 638.00| 55.00000 605.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0035 805-78470 225.000 m | 4.00000 900.00| 3.80000 855.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 808-75300 1268.000 m | 2.40000 3043.20| 2.25000 2853.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,064.05 ROUTE : 32 CALL ORDER : 380 CONTRACT ID : RS-24680-A COUNTIES : MADISON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 | |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 808-75297 375.400 m | 8.50000 3190.90| 8.00000 3003.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0038 406-05520 49.700 Mg | 175.00000 8697.50| 175.00000 8697.50| ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 1,308,800.00| $ 1,374,921.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,308,800.00| $ 1,374,921.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,123.56 ROUTE : 35 CALL ORDER : 390 CONTRACT ID : RS-24798-A COUNTIES : LAPORTE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 159,500.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 167,813.30 105.2121% 3 35-1120685 WALSH & KELLY, INC. $ 172,536.84 108.1735% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1100.00000 3300.00| 1100.00000 3300.00| 1800.00000 5400.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 7936.10000 7936.10| 10000.00000 10000.00| 8500.00000 8500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 32250.000 m2 | 1.00000 32250.00| 0.60000 19350.00| 0.76000 24510.00 SURFACE MILLING, ASPHALT | | | 0004 305-05204 170.000 Mg | 90.00000 15300.00| 65.00000 11050.00| 80.00000 13600.00 HMA FOR PATCHING | | | 0005 401-05456 2325.000 Mg | 31.00000 72075.00| 37.85000 88001.25| 38.00000 88350.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0006 406-05520 10.000 Mg | 315.00000 3150.00| 340.00000 3400.00| 280.00000 2800.00 ASPHALT FOR TACK COAT | | | 0007 610-05527 100.000 Mg | 67.50000 6750.00| 100.00000 10000.00| 65.00000 6500.00 HMA FOR APPROACHES | | | 0008 801-06203 190.000 m | 0.65000 123.50| 6.85000 1301.50| 0.75000 142.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0009 801-06207 190.000 m | 3.85000 731.50| 3.25000 617.50| 3.50000 665.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0010 801-06640 22.000 EACH| 50.00000 1100.00| 50.00000 1100.00| 50.00000 1100.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 6600.00000 6600.00| 8000.00000 8000.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | 0012 805-02328 350.000 m | 1.00000 350.00| 1.00000 350.00| 1.00000 350.00 SIGNAL CABLE, 1C 14GA. | | | 0013 805-78795 85.000 m | 32.80000 2788.00| 32.80000 2788.00| 32.80000 2788.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0014 808-06701 24.000 m | 1.20000 28.80| 0.95000 22.80| 1.20000 28.80 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,123.56 ROUTE : 35 CALL ORDER : 390 CONTRACT ID : RS-24798-A COUNTIES : LAPORTE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-0918397 |(3) 35-1120685 |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06703 50.000 m | 1.20000 60.00| 0.95000 47.50| 1.20000 60.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0016 808-75240 315.000 m | 1.20000 378.00| 0.95000 299.25| 1.20000 378.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0017 808-75245 1650.000 m | 1.20000 1980.00| 0.95000 1567.50| 1.20000 1980.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0018 808-75297 65.000 m | 9.40000 611.00| 11.50000 747.50| 9.40000 611.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0019 808-75300 245.000 m | 2.50000 612.50| 2.90000 710.50| 2.50000 612.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0020 808-75320 4.000 EACH| 62.00000 248.00| 75.00000 300.00| 62.00000 248.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0021 808-75325 2.000 EACH| 90.00000 180.00| 95.00000 190.00| 90.00000 180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0022 808-75996 84.000 EACH| 7.40000 621.60| 8.00000 672.00| 6.00000 504.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0023 808-75998 84.000 EACH| 26.50000 2226.00| 34.50000 2898.00| 26.50000 2226.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0024 202-60822 4.000 m2 | 25.00000 100.00| 275.00000 1100.00| 0.76000 3.04 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | SECTION TOTALS | $ 159,500.00| $ 167,813.30| $ 172,536.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,500.00| $ 167,813.30| $ 172,536.84 ====================================================================================================================================