INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,143,353.63 ROUTE : 43 CALL ORDER : 351 CONTRACT ID : RS-24641-A COUNTIES : GREENE LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 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. $ 803,653.43 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,061,265.75 132.0551% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-06790 10.000 MOS | 900.00000 9000.00| 2300.00000 23000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 11753.76000 11753.76| 22500.00000 22500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 3426.000 m2 | 1.95000 6680.70| 5.00000 17130.00| SURFACE MILLING, ASPHALT | | | 0004 203-02020 30.000 m3 | 54.50000 1635.00| 45.00000 1350.00| EXCAVATION, UNCLASSIFIED | | | 0005 203-91878 400.000 m | 20.30000 8120.00| 25.00000 10000.00| LINEAR DITCH GRADING | | | 0006 205-02224 170.000 m | 8.00000 1360.00| 9.00000 1530.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 211-02060 154.000 m3 | 30.00000 4620.00| 60.00000 9240.00| B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-04095 1200.000 Mg | 18.00000 21600.00| 25.00000 30000.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0009 305-05204 110.000 Mg | 105.00000 11550.00| 130.00000 14300.00| HMA FOR PATCHING | | | 0010 401-05456 11160.000 Mg | 41.85000 467046.00| 49.85000 556326.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05495 600.000 Mg | 41.00000 24600.00| 52.00000 31200.00| HMA WEDGE AND LEVEL | | | 0012 405-05517 39.000 Mg | 208.00000 8112.00| 330.00000 12870.00| ASPHALT FOR PRIME COAT | | | 0013 406-05520 34.000 Mg | 182.85000 6216.90| 200.00000 6800.00| ASPHALT FOR TACK COAT | | | 0014 610-05527 1000.000 Mg | 56.50000 56500.00| 105.00000 105000.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,143,353.63 ROUTE : 43 CALL ORDER : 351 CONTRACT ID : RS-24641-A COUNTIES : GREENE LETTING DATE : 10/17/00 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 616-02320 340.000 m2 | 3.95000 1343.00| 3.00000 1020.00| GEOTEXTILES | | | 0016 616-06396 2500.000 Mg | 15.50000 38750.00| 25.00000 62500.00| RIPRAP | | | 0017 616-06405 221.000 Mg | 34.15000 7547.15| 30.00000 6630.00| RIPRAP, REVETMENT | | | 0018 715-05019 9.800 m | 296.50000 2905.70| 550.00000 5390.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0019 715-05119 40.400 m | 252.00000 10180.80| 325.00000 13130.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0020 715-05121 21.400 m | 258.30000 5527.62| 550.00000 11770.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0021 715-05596 2.000 m | 402.00000 804.00| 300.00000 600.00| PIPE EXTENSION, CIRCULAR, 450 mm | | | 0022 715-05597 1.500 m | 502.50000 753.75| 450.00000 675.00| PIPE EXTENSION, CIRCULAR, 600 mm | | | 0023 715-05756 2.000 m | 377.00000 754.00| 275.00000 550.00| PIPE EXTENSION, CIRCULAR, 300 mm | | | 0024 715-46000 1.000 EACH| 301.50000 301.50| 250.00000 250.00| PIPE END SECTION, 300 mm | | | 0025 715-46005 8.000 EACH| 326.75000 2614.00| 260.00000 2080.00| PIPE END SECTION, 375 mm | | | 0026 715-46010 5.000 EACH| 351.85000 1759.25| 275.00000 1375.00| PIPE END SECTION, 450 mm | | | 0027 715-46020 1.000 EACH| 502.60000 502.60| 325.00000 325.00| PIPE END SECTION, 600 mm | | | 0028 715-46040 2.000 EACH| 753.50000 1507.00| 600.00000 1200.00| PIPE END SECTION, 900 mm | | | 0029 801-06203 200.000 m | 1.95000 390.00| 4.00000 800.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0030 801-06207 2100.000 m | 2.46000 5166.00| 4.00000 8400.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0031 801-06640 29.000 EACH| 69.35000 2011.15| 77.00000 2233.00| CONSTRUCTION SIGN, A | | | 0032 801-06775 LUMP| 30000.00000 30000.00| 43100.00000 43100.00| MAINTAINING TRAFFIC | | | 0033 808-06712 477.000 m | 0.14000 66.78| 0.15000 71.55| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0034 808-06713 38972.000 m | 0.14000 5456.08| 0.15000 5845.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,143,353.63 ROUTE : 43 CALL ORDER : 351 CONTRACT ID : RS-24641-A COUNTIES : GREENE LETTING DATE : 10/17/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06714 38496.000 m | 0.14000 5389.44| 0.15000 5774.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0036 808-75272 15.000 m | 18.55000 278.25| 20.00000 300.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0037 808-75297 20.000 m | 18.55000 371.00| 20.00000 400.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0038 808-75996 1600.000 EACH| 3.20000 5120.00| 3.50000 5600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 808-75998 1600.000 EACH| 22.10000 35360.00| 25.00000 40000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 803,653.43| $ 1,061,265.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 803,653.43| $ 1,061,265.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,948,347.50 ROUTE : SR 337 CALL ORDER : 361 CONTRACT ID : RS-24757-A COUNTIES : WASHINGTON ORANGE LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 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. $ 1,228,923.80 100.0000% 2 35-1418333 ROGERS GROUP, INC. $ 1,266,720.10 103.0755% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,473,700.00 119.9179% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,493,000.00 121.4884% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-1357381 |CALCAR QUARRIES, INC. |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 10.000 MOS | 1000.00000 10000.00| 800.00000 8000.00| 1200.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 6500.00000 6500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 52500.00000 52500.00| 30514.00000 30514.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 28.000 m | 20.00000 560.00| 21.00000 588.00| 40.00000 1120.00 GUARDRAIL, REMOVE | | | 0005 202-02278 10.000 m | 16.50000 165.00| 17.00000 170.00| 50.00000 500.00 CURB, CONCRETE, REMOVE | | | 0006 202-52710 12.000 m2 | 12.50000 150.00| 13.00000 156.00| 50.00000 600.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 1890.000 m2 | 2.25000 4252.50| 4.00000 7560.00| 3.50000 6615.00 SURFACE MILLING, ASPHALT | | | 0008 202-98488 1.000 EACH| 30.00000 30.00| 30.00000 30.00| 300.00000 300.00 PIPE END SECTION, REMOVE | | | 0009 203-02080 20.000 km | 500.00000 10000.00| 225.00000 4500.00| 2750.00000 55000.00 LINEAR GRADING | | | 0010 203-91878 20.000 m | 21.50000 430.00| 21.50000 430.00| 50.00000 1000.00 LINEAR DITCH GRADING | | | 0011 211-02060 100.000 m3 | 20.00000 2000.00| 21.50000 2150.00| 25.00000 2500.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04095 2900.000 Mg | 11.65000 33785.00| 15.25000 44225.00| 15.00000 43500.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0013 305-05204 1000.000 Mg | 40.00000 40000.00| 51.00000 51000.00| 80.00000 80000.00 HMA FOR PATCHING | | | 0014 305-05731 12000.000 Mg | 32.40000 388800.00| 30.50000 366000.00| 34.50000 414000.00 WIDENING WITH QC/QA HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,948,347.50 ROUTE : SR 337 CALL ORDER : 361 CONTRACT ID : RS-24757-A COUNTIES : WASHINGTON ORANGE LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-1357381 |CALCAR QUARRIES, INC. |ROGERS GROUP, INC. |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05457 13350.000 Mg | 30.95000 413182.50| 29.50000 393825.00| 32.50000 433875.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0016 402-05495 2500.000 Mg | 30.95000 77375.00| 39.00000 97500.00| 37.00000 92500.00 HMA WEDGE AND LEVEL | | | 0017 405-05517 37.000 Mg | 260.00000 9620.00| 300.00000 11100.00| 295.00000 10915.00 ASPHALT FOR PRIME COAT | | | 0018 406-05520 42.000 Mg | 160.00000 6720.00| 205.00000 8610.00| 185.00000 7770.00 ASPHALT FOR TACK COAT | | | 0019 601-01128 4.000 EACH| 970.00000 3880.00| 1100.00000 4400.00| 1160.00000 4640.00 GUARDRAIL TRANSITION TYPE WGB | | | 0020 601-94689 4.000 EACH| 3177.00000 12708.00| 3600.00000 14400.00| 3700.00000 14800.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 185.000 m | 32.00000 5920.00| 35.00000 6475.00| 37.00000 6845.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 604-06070 12.000 m2 | 43.75000 525.00| 44.00000 528.00| 90.00000 1080.00 SIDEWALK, CONCRETE | | | 0023 605-06120 10.000 m | 75.00000 750.00| 76.00000 760.00| 75.00000 750.00 CURB, CONCRETE | | | 0024 610-05527 1700.000 Mg | 36.00000 61200.00| 50.25000 85425.00| 69.00000 117300.00 HMA FOR APPROACHES | | | 0025 616-02320 10.000 m2 | 3.60000 36.00| 3.60000 36.00| 2.50000 25.00 GEOTEXTILES | | | 0026 616-06405 9.000 Mg | 35.00000 315.00| 40.00000 360.00| 30.00000 270.00 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 625.00000 625.00| 650.00000 650.00| 675.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 1.15000 1150.00| 1.25000 1250.00| 1.25000 1250.00 MULCHED SEEDING, R | | | 0029 621-06574 100.000 m2 | 8.35000 835.00| 6.50000 650.00| 6.75000 675.00 SODDING | | | 0030 715-05757 6.100 m | 230.00000 1403.00| 230.00000 1403.00| 170.00000 1037.00 PIPE EXTENSION, CIRCULAR, 900 mm | | | 0031 715-46010 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 PIPE END SECTION, 450 mm | | | 0032 720-44000 9.000 EACH| 525.00000 4725.00| 525.00000 4725.00| 375.00000 3375.00 CASTING, ADJUST TO GRADE | | | 0033 801-06203 2020.000 m | 2.35000 4747.00| 2.00000 4040.00| 1.00000 2020.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0034 801-06207 2020.000 m | 2.35000 4747.00| 2.00000 4040.00| 3.00000 6060.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,948,347.50 ROUTE : SR 337 CALL ORDER : 361 CONTRACT ID : RS-24757-A COUNTIES : WASHINGTON ORANGE LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-1418333 |(3) 35-1357381 |CALCAR QUARRIES, INC. |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 801-06640 50.000 EACH| 85.00000 4250.00| 80.00000 4000.00| 85.00000 4250.00 CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 37000.00000 37000.00| 26000.00000 26000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0037 805-02503 90.000 m | 3.00000 270.00| 3.00000 270.00| 3.50000 315.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0038 805-78795 30.000 m | 51.00000 1530.00| 51.00000 1530.00| 55.00000 1650.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0039 808-06712 2270.000 m | 0.14000 317.80| 0.14000 317.80| 0.15000 340.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0040 808-06713 40260.000 m | 0.14000 5636.40| 0.14000 5636.40| 0.15000 6039.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06714 27310.000 m | 0.14000 3823.40| 0.14000 3823.40| 0.15000 4096.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0042 808-75260 10.000 m | 11.00000 110.00| 11.00000 110.00| 12.00000 120.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0043 808-75297 7.000 m | 22.00000 154.00| 22.00000 154.00| 24.00000 168.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0044 808-75300 40.000 m | 5.50000 220.00| 5.50000 220.00| 6.00000 240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0045 808-75350 1.000 EACH| 275.00000 275.00| 275.00000 275.00| 300.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0046 808-75996 1515.000 EACH| 3.00000 4545.00| 3.50000 5302.50| 4.00000 6060.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 1515.000 EACH| 19.08000 28906.20| 23.00000 34845.00| 24.00000 36360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,228,923.80| $ 1,266,720.10| $ 1,473,700.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,228,923.80| $ 1,266,720.10| $ 1,473,700.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,948,347.50 ROUTE : SR 337 CALL ORDER : 361 CONTRACT ID : RS-24757-A COUNTIES : WASHINGTON ORANGE LETTING DATE : 10/17/00 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 ASPHALT RESURFACE | | | 0001 105-06790 10.000 MOS | 1200.00000 12000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 73609.41000 73609.41| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 28.000 m | 125.00000 3500.00| | GUARDRAIL, REMOVE | | | 0005 202-02278 10.000 m | 45.00000 450.00| | CURB, CONCRETE, REMOVE | | | 0006 202-52710 12.000 m2 | 45.00000 540.00| | SIDEWALK, CONCRETE, REMOVE | | | 0007 202-60820 1890.000 m2 | 4.25000 8032.50| | SURFACE MILLING, ASPHALT | | | 0008 202-98488 1.000 EACH| 215.00000 215.00| | PIPE END SECTION, REMOVE | | | 0009 203-02080 20.000 km | 400.00000 8000.00| | LINEAR GRADING | | | 0010 203-91878 20.000 m | 100.00000 2000.00| | LINEAR DITCH GRADING | | | 0011 211-02060 100.000 m3 | 35.00000 3500.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04095 2900.000 Mg | 16.00000 46400.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0013 305-05204 1000.000 Mg | 100.00000 100000.00| | HMA FOR PATCHING | | | 0014 305-05731 12000.000 Mg | 35.00000 420000.00| | WIDENING WITH QC/QA HMA | | | 0015 401-05457 13350.000 Mg | 36.00000 480600.00| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0016 402-05495 2500.000 Mg | 38.00000 95000.00| | HMA WEDGE AND LEVEL | | | 0017 405-05517 37.000 Mg | 290.00000 10730.00| | ASPHALT FOR PRIME COAT | | | 0018 406-05520 42.000 Mg | 185.00000 7770.00| | ASPHALT FOR TACK COAT | | | 0019 601-01128 4.000 EACH| 970.00000 3880.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0020 601-94689 4.000 EACH| 3177.00000 12708.00| | GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,948,347.50 ROUTE : SR 337 CALL ORDER : 361 CONTRACT ID : RS-24757-A COUNTIES : WASHINGTON ORANGE LETTING DATE : 10/17/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-99105 185.000 m | 32.00000 5920.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 604-06070 12.000 m2 | 150.00000 1800.00| | SIDEWALK, CONCRETE | | | 0023 605-06120 10.000 m | 200.00000 2000.00| | CURB, CONCRETE | | | 0024 610-05527 1700.000 Mg | 40.00000 68000.00| | HMA FOR APPROACHES | | | 0025 616-02320 10.000 m2 | 20.00000 200.00| | GEOTEXTILES | | | 0026 616-06405 9.000 Mg | 270.00000 2430.00| | RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 625.00000 625.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1000.000 m2 | 1.15000 1150.00| | MULCHED SEEDING, R | | | 0029 621-06574 100.000 m2 | 6.35000 635.00| | SODDING | | | 0030 715-05757 6.100 m | 250.00000 1525.00| | PIPE EXTENSION, CIRCULAR, 900 mm | | | 0031 715-46010 1.000 EACH| 1000.00000 1000.00| | PIPE END SECTION, 450 mm | | | 0032 720-44000 9.000 EACH| 225.00000 2025.00| | CASTING, ADJUST TO GRADE | | | 0033 801-06203 2020.000 m | 1.00000 2020.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0034 801-06207 2020.000 m | 2.25000 4545.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0035 801-06640 50.000 EACH| 85.00000 4250.00| | CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 51000.00000 51000.00| | MAINTAINING TRAFFIC | | | 0037 805-02503 90.000 m | 3.00000 270.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0038 805-78795 30.000 m | 51.00000 1530.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0039 808-06712 2270.000 m | 0.17000 385.90| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0040 808-06713 40260.000 m | 0.17000 6844.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,948,347.50 ROUTE : SR 337 CALL ORDER : 361 CONTRACT ID : RS-24757-A COUNTIES : WASHINGTON ORANGE LETTING DATE : 10/17/00 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 808-06714 27310.000 m | 0.17000 4642.70| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0042 808-75260 10.000 m | 33.58000 335.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0043 808-75297 7.000 m | 38.07000 266.49| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0044 808-75300 40.000 m | 29.97000 1198.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0045 808-75350 1.000 EACH| 500.00000 500.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0046 808-75996 1515.000 EACH| 4.00000 6060.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0047 808-75998 1515.000 EACH| 19.08000 28906.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,493,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,493,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,241.16 ROUTE : NSR 62 CALL ORDER : 371 CONTRACT ID : RS-24759-A COUNTIES : VANDERBURGH LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0121012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2072438 TD & O LLC $ 431,414.10 100.0000% 2 35-1139301 E & B PAVING, INC. $ 530,754.05 123.0265% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 547,160.47 126.8295% 4 35-0626844 RUDOLPH, J.H. & CO $ 552,238.78 128.0066% 5 35-1878024 RAGLE, INC. $ 555,500.30 128.7626% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 623,585.00 144.5444% ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1139301 |(3) 35-0999231 |TD & O LLC |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06790 3.000 MOS | 800.00000 2400.00| 2400.00000 7200.00| 1206.98000 3620.94 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| 3937.50000 3937.50 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19375.00000 19375.00| 26500.00000 26500.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 140.000 m2 | 50.00000 7000.00| 37.20000 5208.00| 22.84000 3197.60 PAVEMENT, REMOVE | | | 0005 305-01272 70.000 m | 25.00000 1750.00| 4.67000 326.90| 20.66000 1446.20 ROUT, CLEAN, AND SEAL TRANSVERSE AND | | | LONGITUDINAL CRACKS | | | 0006 305-05204 502.000 Mg | 75.00000 37650.00| 146.85000 73718.70| 139.16000 69858.32 HMA FOR PATCHING | | | 0007 305-93341 22130.000 m | 4.00000 88520.00| 4.67000 103347.10| 5.00000 110650.00 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0008 305-93342 16875.000 m | 4.00000 67500.00| 4.67000 78806.25| 5.00000 84375.00 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0009 501-05290 1816.000 kg | 1.00000 1816.00| 9.60000 17433.60| 1.53000 2778.48 REINFORCING STEEL, PAVEMENT | | | 0010 501-05310 22.000 m | 275.00000 6050.00| 600.00000 13200.00| 491.59000 10814.98 TERMINAL JOINT | | | 0011 506-06333 1088.000 m2 | 120.00000 130560.00| 112.00000 121856.00| 115.23000 125370.24 PCCP PATCHING, FULL DEPTH | | | 0012 610-06258 140.000 m2 | 90.00000 12600.00| 73.55000 10297.00| 89.23000 12492.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 275 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,241.16 ROUTE : NSR 62 CALL ORDER : 371 CONTRACT ID : RS-24759-A COUNTIES : VANDERBURGH LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2072438 |(2) 35-1139301 |(3) 35-0999231 |TD & O LLC |E & B PAVING, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-04627 45.000 DAY | 250.00000 11250.00| 500.00000 22500.00| 335.65000 15104.25 WATCHMAN | | | 0014 801-06207 3000.000 m | 3.30000 9900.00| 3.00000 9000.00| 2.00000 6000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 26.000 EACH| 55.00000 1430.00| 50.00000 1300.00| 52.50000 1365.00 CONSTRUCTION SIGN, A | | | 0016 801-06710 120.000 DAY | 16.50000 1980.00| 15.00000 1800.00| 17.25000 2070.00 FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 20000.00000 20000.00| 23600.00000 23600.00| 57761.66000 57761.66 MAINTAINING TRAFFIC | | | 0018 801-96916 270.000 m | 6.05000 1633.50| 5.50000 1485.00| 5.78000 1560.60 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 200 mm | | | 0019 805-02503 30.000 m | 0.92000 27.60| 1.25000 37.50| 2.37000 71.10 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 10.000 m | 25.00000 250.00| 32.80000 328.00| 46.62000 466.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-06711 4400.000 m | 0.33000 1452.00| 0.30000 1320.00| 0.32000 1408.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0022 808-06713 100.000 m | 0.33000 33.00| 0.30000 30.00| 0.32000 32.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-06714 100.000 m | 0.33000 33.00| 0.30000 30.00| 0.32000 32.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-06716 4200.000 m | 1.27000 5334.00| 1.15000 4830.00| 1.21000 5082.00 LINE, REMOVE | | | 0025 808-75297 20.000 m | 27.50000 550.00| 25.00000 500.00| 26.25000 525.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0026 808-75996 20.000 EACH| 66.00000 1320.00| 5.00000 100.00| 7.06000 141.20 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 431,414.10| $ 530,754.05| $ 547,160.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 431,414.10| $ 530,754.05| $ 547,160.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,241.16 ROUTE : NSR 62 CALL ORDER : 371 CONTRACT ID : RS-24759-A COUNTIES : VANDERBURGH LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1878024 |(6) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06790 3.000 MOS | 1580.00000 4740.00| 1000.00000 3000.00| 2000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2930.00000 2930.00| 3500.00000 3500.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27500.00000 27500.00| 28200.00000 28200.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 140.000 m2 | 24.30000 3402.00| 30.00000 4200.00| 50.00000 7000.00 PAVEMENT, REMOVE | | | 0005 305-01272 70.000 m | 10.80000 756.00| 24.00000 1680.00| 20.50000 1435.00 ROUT, CLEAN, AND SEAL TRANSVERSE AND | | | LONGITUDINAL CRACKS | | | 0006 305-05204 502.000 Mg | 110.00000 55220.00| 120.00000 60240.00| 150.00000 75300.00 HMA FOR PATCHING | | | 0007 305-93341 22130.000 m | 5.20000 115076.00| 5.50000 121715.00| 5.00000 110650.00 SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0008 305-93342 16875.000 m | 5.20000 87750.00| 5.50000 92812.50| 5.00000 84375.00 SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0009 501-05290 1816.000 kg | 2.28000 4140.48| 1.75000 3178.00| 3.00000 5448.00 REINFORCING STEEL, PAVEMENT | | | 0010 501-05310 22.000 m | 126.00000 2772.00| 250.00000 5500.00| 600.00000 13200.00 TERMINAL JOINT | | | 0011 506-06333 1088.000 m2 | 148.00000 161024.00| 136.00000 147968.00| 180.00000 195840.00 PCCP PATCHING, FULL DEPTH | | | 0012 610-06258 140.000 m2 | 86.50000 12110.00| 60.00000 8400.00| 80.00000 11200.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 275 mm | | | 0013 801-04627 45.000 DAY | 660.00000 29700.00| 300.00000 13500.00| 433.00000 19485.00 WATCHMAN | | | 0014 801-06207 3000.000 m | 3.28000 9840.00| 3.00000 9000.00| 3.50000 10500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0015 801-06640 26.000 EACH| 82.00000 2132.00| 50.00000 1300.00| 55.00000 1430.00 CONSTRUCTION SIGN, A | | | 0016 801-06710 120.000 DAY | 17.50000 2100.00| 20.00000 2400.00| 16.00000 1920.00 FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 13000.00000 13000.00| 40000.00000 40000.00| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0018 801-96916 270.000 m | 6.56000 1771.20| 5.50000 1485.00| 6.00000 1620.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,241.16 ROUTE : NSR 62 CALL ORDER : 371 CONTRACT ID : RS-24759-A COUNTIES : VANDERBURGH LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 |(5) 35-1878024 |(6) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 805-02503 30.000 m | 2.47000 74.10| 2.26000 67.80| 2.40000 72.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78795 10.000 m | 48.50000 485.00| 44.40000 444.00| 45.00000 450.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 808-06711 4400.000 m | 1.01000 4444.00| 0.30000 1320.00| 0.40000 1760.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0022 808-06713 100.000 m | 1.01000 101.00| 0.30000 30.00| 0.40000 40.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-06714 100.000 m | 1.01000 101.00| 0.30000 30.00| 0.40000 40.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-06716 4200.000 m | 2.19000 9198.00| 1.15000 4830.00| 1.50000 6300.00 LINE, REMOVE | | | 0025 808-75297 20.000 m | 39.00000 780.00| 25.00000 500.00| 26.00000 520.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0026 808-75996 20.000 EACH| 54.60000 1092.00| 10.00000 200.00| 25.00000 500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 552,238.78| $ 555,500.30| $ 623,585.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 552,238.78| $ 555,500.30| $ 623,585.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 62 CALL ORDER : 381 CONTRACT ID : RS-24760-A COUNTIES : POSEY LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 3,337,535.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,475,375.08 104.1299% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,878,800.00 116.2175% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,065,667.50 121.8164% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,203,865.48 ROUTE : 62 CALL ORDER : 391 CONTRACT ID : RS-24926-A COUNTIES : PERRY SPENCER LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5462004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 913,807.06 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 956,300.00 104.6500% 3 35-0248940 CORYDON STONE & ASPHALT $ 982,825.56 107.5528% 4 35-1139301 E & B PAVING, INC. $ 1,239,502.16 135.6415% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-0248940 |RUDOLPH, J.H. & CO |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 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 265.00000 2120.00| 1300.00000 10400.00| 1000.00000 8000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 45000.00000 45000.00| 46000.00000 46000.00| 49000.00000 49000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 173200.000 m2 | 0.14000 24248.00| 0.17000 29444.00| 0.20000 34640.00 SURFACE MILLING, ASPHALT | | | 0004 203-02000 12.000 m3 | 25.00000 300.00| 75.00000 900.00| 26.00000 312.00 EXCAVATION, COMMON | | | 0005 205-02229 30.000 m | 5.00000 150.00| 10.00000 300.00| 30.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0006 211-02060 200.000 m3 | 31.00000 6200.00| 30.00000 6000.00| 33.00000 6600.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-60905 1670.000 Mg | 8.80000 14696.00| 13.00000 21710.00| 17.00000 28390.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0008 305-05204 850.000 Mg | 76.00000 64600.00| 105.00000 89250.00| 110.00000 93500.00 HMA FOR PATCHING | | | 0009 401-05456 15000.000 Mg | 33.25000 498750.00| 34.00000 510000.00| 35.00000 525000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 1500.000 Mg | 33.25000 49875.00| 34.00000 51000.00| 35.00000 52500.00 HMA WEDGE AND LEVEL | | | 0011 405-05517 100.000 Mg | 254.00000 25400.00| 275.00000 27500.00| 250.00000 25000.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 54.000 Mg | 180.00000 9720.00| 200.00000 10800.00| 150.00000 8100.00 ASPHALT FOR TACK COAT | | | 0013 610-05527 550.000 Mg | 33.25000 18287.50| 34.00000 18700.00| 45.00000 24750.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,203,865.48 ROUTE : 62 CALL ORDER : 391 CONTRACT ID : RS-24926-A COUNTIES : PERRY SPENCER LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-0248940 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 616-06405 300.000 Mg | 57.50000 17250.00| 34.00000 10200.00| 20.00000 6000.00 RIPRAP, REVETMENT | | | 0015 621-01004 1.000 EACH| 525.00000 525.00| 660.00000 660.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 100.000 m2 | 3.15000 315.00| 5.25000 525.00| 5.00000 500.00 MULCHED SEEDING, R | | | 0017 715-05121 42.000 m | 280.00000 11760.00| 260.00000 10920.00| 185.00000 7770.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0018 715-05123 18.000 m | 205.00000 3690.00| 260.00000 4680.00| 290.00000 5220.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0019 715-05595 6.100 m | 95.00000 579.50| 260.00000 1586.00| 95.00000 579.50 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0020 715-05596 9.000 m | 115.00000 1035.00| 260.00000 2340.00| 115.00000 1035.00 PIPE EXTENSION, CIRCULAR, 450 mm | | | 0021 715-05597 4.000 m | 160.00000 640.00| 280.00000 1120.00| 160.00000 640.00 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0022 715-46010 12.000 EACH| 215.00000 2580.00| 290.00000 3480.00| 220.00000 2640.00 PIPE END SECTION, 450 mm | | | 0023 715-46020 3.000 EACH| 300.00000 900.00| 350.00000 1050.00| 310.00000 930.00 PIPE END SECTION, 600 mm | | | 0024 801-06203 2350.000 m | 4.00000 9400.00| 0.90000 2115.00| 0.75000 1762.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0025 801-06207 2350.000 m | 4.65000 10927.50| 2.80000 6580.00| 3.00000 7050.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0026 801-06605 4.000 EACH| 1.00000 4.00| 85.00000 340.00| 100.00000 400.00 BARRICADE, IIIA | | | 0027 801-06625 45.000 EACH| 1.00000 45.00| 59.00000 2655.00| 70.00000 3150.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0028 801-06640 61.000 EACH| 100.00000 6100.00| 95.00000 5795.00| 70.00000 4270.00 CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 30000.00000 30000.00| 20640.44000 20640.44| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0030 808-06712 1894.000 m | 0.14000 265.16| 0.14000 265.16| 0.14000 265.16 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 47280.000 m | 0.14000 6619.20| 0.14000 6619.20| 0.14000 6619.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 35580.000 m | 0.14000 4981.20| 0.14000 4981.20| 0.14000 4981.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75297 13.000 m | 38.00000 494.00| 38.00000 494.00| 17.00000 221.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,203,865.48 ROUTE : 62 CALL ORDER : 391 CONTRACT ID : RS-24926-A COUNTIES : PERRY SPENCER LETTING DATE : 10/17/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-2040801 |(3) 35-0248940 |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75996 1800.000 EACH| 3.25000 5850.00| 3.75000 6750.00| 3.00000 5400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 1800.000 EACH| 22.50000 40500.00| 22.50000 40500.00| 20.00000 36000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 913,807.06| $ 956,300.00| $ 982,825.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 913,807.06| $ 956,300.00| $ 982,825.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 391 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,203,865.48 ROUTE : 62 CALL ORDER : 391 CONTRACT ID : RS-24926-A COUNTIES : PERRY SPENCER LETTING DATE : 10/17/00 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 8.000 MOS | 1800.00000 14400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 60000.00000 60000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 173200.000 m2 | 0.45000 77940.00| | SURFACE MILLING, ASPHALT | | | 0004 203-02000 12.000 m3 | 51.00000 612.00| | EXCAVATION, COMMON | | | 0005 205-02229 30.000 m | 15.00000 450.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0006 211-02060 200.000 m3 | 25.00000 5000.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-60905 1670.000 Mg | 20.00000 33400.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0008 305-05204 850.000 Mg | 135.00000 114750.00| | HMA FOR PATCHING | | | 0009 401-05456 15000.000 Mg | 41.50000 622500.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 1500.000 Mg | 50.00000 75000.00| | HMA WEDGE AND LEVEL | | | 0011 405-05517 100.000 Mg | 300.00000 30000.00| | ASPHALT FOR PRIME COAT | | | 0012 406-05520 54.000 Mg | 215.00000 11610.00| | ASPHALT FOR TACK COAT | | | 0013 610-05527 550.000 Mg | 55.00000 30250.00| | HMA FOR APPROACHES | | | 0014 616-06405 300.000 Mg | 23.50000 7050.00| | RIPRAP, REVETMENT | | | 0015 621-01004 1.000 EACH| 660.00000 660.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0016 621-06559 100.000 m2 | 5.25000 525.00| | MULCHED SEEDING, R | | | 0017 715-05121 42.000 m | 385.00000 16170.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0018 715-05123 18.000 m | 408.00000 7344.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0019 715-05595 6.100 m | 706.00000 4306.60| | PIPE EXTENSION, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/24/00 PAGE : 391 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,203,865.48 ROUTE : 62 CALL ORDER : 391 CONTRACT ID : RS-24926-A COUNTIES : PERRY SPENCER LETTING DATE : 10/17/00 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 715-05596 9.000 m | 950.00000 8550.00| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0021 715-05597 4.000 m | 1275.00000 5100.00| | PIPE EXTENSION, CIRCULAR, 600 mm | | | 0022 715-46010 12.000 EACH| 375.00000 4500.00| | PIPE END SECTION, 450 mm | | | 0023 715-46020 3.000 EACH| 505.00000 1515.00| | PIPE END SECTION, 600 mm | | | 0024 801-06203 2350.000 m | 3.90000 9165.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0025 801-06207 2350.000 m | 3.30000 7755.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0026 801-06605 4.000 EACH| 85.00000 340.00| | BARRICADE, IIIA | | | 0027 801-06625 45.000 EACH| 59.00000 2655.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0028 801-06640 61.000 EACH| 95.00000 5795.00| | CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP| 23000.00000 23000.00| | MAINTAINING TRAFFIC | | | 0030 808-06712 1894.000 m | 0.14000 265.16| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 47280.000 m | 0.14000 6619.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 35580.000 m | 0.14000 4981.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75297 13.000 m | 38.00000 494.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75996 1800.000 EACH| 3.25000 5850.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0035 808-75998 1800.000 EACH| 22.75000 40950.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,239,502.16| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,239,502.16| | ====================================================================================================================================