INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 197 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,441,119.06 ROUTE : US 52 CALL ORDER : 197 CONTRACT ID : RS-23693-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : L630004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,490,470.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,535,516.00 101.8087% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 2,538,616.70 101.9332% 4 35-1139301 E & B PAVING, INC. $ 2,559,501.26 102.7718% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |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 10.000 MOS | 2000.00000 20000.00| 2000.00000 20000.00| 2345.34000 23453.40 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 6955.00000 6955.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 59728.30000 59728.30| 126750.00000 126750.00| 136443.76000 136443.76 MOBILIZATION AND DEMOBILIZATION | | | 0004 501-03489 43.000 EACH| 16.50000 709.50| 5.00000 215.00| 11.25000 483.75 TIE BAR, RETROFIT | | | 0005 501-04014 15894.000 m2 | 141.00000 2241054.00| 145.00000 2304630.00| 133.58000 2123120.52 PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0006 501-05240 176.000 m | 26.00000 4576.00| 10.00000 1760.00| 10.32000 1816.32 CONTRACTION JOINT, D1 | | | 0007 605-06090 1099.000 m | 50.00000 54950.00| 10.00000 10990.00| 43.66000 47982.34 CURB, INTEGRAL, CONCRETE | | | 0008 801-06640 43.000 EACH| 85.00000 3655.00| 75.00000 3225.00| 80.25000 3450.75 CONSTRUCTION SIGN, A | | | 0009 801-06710 180.000 DAY | 15.00000 2700.00| 12.00000 2160.00| 13.91000 2503.80 FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 85000.00000 85000.00| 50000.00000 50000.00| 180000.00000 180000.00 MAINTAINING TRAFFIC | | | 0011 805-02441 330.000 m | 5.00000 1650.00| 2.00000 660.00| 1.61000 531.30 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0012 805-78795 100.000 m | 24.00000 2400.00| 38.00000 3800.00| 44.94000 4494.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0013 808-01226 76.000 EACH| 16.00000 1216.00| 9.00000 684.00| 15.52000 1179.52 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 197 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,441,119.06 ROUTE : US 52 CALL ORDER : 197 CONTRACT ID : RS-23693-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-0999231 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06711 3560.000 m | 0.18000 640.80| 0.15000 534.00| 0.17000 605.20 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0015 808-06713 14240.000 m | 0.18000 2563.20| 0.15000 2136.00| 0.17000 2420.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0016 808-06714 14240.000 m | 0.18000 2563.20| 0.15000 2136.00| 0.17000 2420.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-75994 76.000 EACH| 7.00000 532.00| 7.00000 532.00| 6.96000 528.96 PRISMATIC REFLECTOR | | | 0018 808-75996 76.000 EACH| 7.00000 532.00| 4.00000 304.00| 2.98000 226.48 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,490,470.00| $ 2,535,516.00| $ 2,538,616.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,490,470.00| $ 2,535,516.00| $ 2,538,616.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 197 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,441,119.06 ROUTE : US 52 CALL ORDER : 197 CONTRACT ID : RS-23693-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE 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 PAVEMENT REHABILITATION | | | 0001 105-06790 10.000 MOS | 2084.72000 20847.20| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7598.04000 7598.04| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 127975.06000 127975.06| | MOBILIZATION AND DEMOBILIZATION | | | 0004 501-03489 43.000 EACH| 15.15000 651.45| | TIE BAR, RETROFIT | | | 0005 501-04014 15894.000 m2 | 147.20000 2339596.80| | PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0006 501-05240 176.000 m | 25.25000 4444.00| | CONTRACTION JOINT, D1 | | | 0007 605-06090 1099.000 m | 24.84000 27299.16| | CURB, INTEGRAL, CONCRETE | | | 0008 801-06640 43.000 EACH| 77.25000 3321.75| | CONSTRUCTION SIGN, A | | | 0009 801-06710 180.000 DAY | 13.39000 2410.20| | FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 13672.78000 13672.78| | MAINTAINING TRAFFIC | | | 0011 805-02441 330.000 m | 2.75000 907.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0012 805-78795 100.000 m | 37.38000 3738.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0013 808-01226 76.000 EACH| 14.94000 1135.44| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0014 808-06711 3560.000 m | 0.16000 569.60| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0015 808-06713 14240.000 m | 0.16000 2278.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0016 808-06714 14240.000 m | 0.16000 2278.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-75994 76.000 EACH| 6.70000 509.20| | PRISMATIC REFLECTOR | | | 0018 808-75996 76.000 EACH| 3.53000 268.28| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 197 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,441,119.06 ROUTE : US 52 CALL ORDER : 197 CONTRACT ID : RS-23693-B COUNTIES : TIPPECANOE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE 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 TOTALS | $ 2,559,501.26| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,559,501.26| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 209 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,963,228.95 ROUTE : 52 CALL ORDER : 209 CONTRACT ID : RS-24224-A COUNTIES : SHELBY RUSH LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,654,230.80 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,859,842.31 112.4294% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESUFACE, ASPHALT | | | 0001 105-06790 9.000 MOS | 1500.00000 13500.00| 1850.00000 16650.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 17000.00000 17000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 67500.00000 67500.00| 50400.00000 50400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 163195.000 m2 | 0.80000 130556.00| 1.35000 220313.25| SURFACE MILLING, ASPHALT , 25mm | | | 0005 203-02000 400.000 m3 | 8.50000 3400.00| 20.00000 8000.00| EXCAVATION, COMMON | | | 0006 203-02070 300.000 m3 | 20.00000 6000.00| 18.00000 5400.00| BORROW | | | 0007 305-05204 870.000 Mg | 70.00000 60900.00| 80.00000 69600.00| HMA FOR PATCHING | | | 0008 305-05206 1075.000 Mg | 30.00000 32250.00| 54.00000 58050.00| WIDENING WITH HMA | | | 0009 401-05455 18435.000 Mg | 26.00000 479310.00| 28.00000 516180.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0010 401-05456 12395.000 Mg | 33.00000 409035.00| 34.20000 423909.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-05463 4645.000 Mg | 26.00000 120770.00| 28.00000 130060.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0012 401-05464 2902.000 Mg | 33.00000 95766.00| 34.20000 99248.40| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0013 405-05517 15.500 Mg | 225.00000 3487.50| 220.00000 3410.00| ASPHALT FOR PRIME COAT | | | 0014 406-05520 103.000 Mg | 155.00000 15965.00| 170.00000 17510.00| ASPHALT FOR TACK COAT | | | 0015 610-05527 2165.000 Mg | 50.00000 108250.00| 54.00000 116910.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 209 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,963,228.95 ROUTE : 52 CALL ORDER : 209 CONTRACT ID : RS-24224-A COUNTIES : SHELBY RUSH LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 615-06500 1.000 EACH| 225.00000 225.00| 175.00000 175.00| MONUMENT, A | | | 0017 615-06527 1.000 EACH| 225.00000 225.00| 320.00000 320.00| MONUMENT, SECTION CORNER | | | 0018 621-01004 1.000 EACH| 350.00000 350.00| 315.00000 315.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 1280.000 m2 | 1.00000 1280.00| 1.00000 1280.00| MULCHED SEEDING, R | | | 0020 720-44000 2.000 EACH| 350.00000 700.00| 375.00000 750.00| CASTING, ADJUST TO GRADE | | | 0021 801-06203 4270.000 m | 0.60000 2562.00| 2.00000 8540.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0022 801-06207 2200.000 m | 2.60000 5720.00| 3.50000 7700.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06640 64.000 EACH| 75.00000 4800.00| 75.00000 4800.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| MAINTAINING TRAFFIC | | | 0025 808-06712 5220.000 m | 0.15000 783.00| 0.14000 730.80| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0026 808-06713 44180.000 m | 0.15000 6627.00| 0.14000 6185.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 4350.000 m | 0.15000 652.50| 0.14000 609.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0030 808-75065 2.000 EACH| 230.00000 460.00| 155.00000 310.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, SCHOOL | | | 0032 808-75996 954.000 EACH| 3.70000 3529.80| 4.25000 4054.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0033 808-75998 954.000 EACH| 25.50000 24327.00| 25.04000 23888.16| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0034 808-75272 5.000 m | 10.00000 50.00| 10.00000 50.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0035 808-75297 136.000 m | 10.00000 1360.00| 10.00000 1360.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75300 378.000 m | 5.00000 1890.00| 3.00000 1134.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 209 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,963,228.95 ROUTE : 52 CALL ORDER : 209 CONTRACT ID : RS-24224-A COUNTIES : SHELBY RUSH LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,654,230.80| $ 1,859,842.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,654,230.80| $ 1,859,842.31| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 219 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,568,280.46 ROUTE : 234 CALL ORDER : 219 CONTRACT ID : RS-24505-A COUNTIES : FOUNTAIN PARKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,360,891.05 100.0000% 2 37-0955285 FREESEN, INC. $ 1,731,487.52 127.2318% ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, 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 10.000 MOS | 1200.00000 12000.00| 500.00000 5000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8200.00000 8200.00| 16000.00000 16000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 68000.00000 68000.00| 145300.00000 145300.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 9.000 EACH| 300.00000 2700.00| 550.00000 4950.00| HEADWALL, REMOVE | | | 0005 202-60820 1747.000 m2 | 4.00000 6988.00| 6.88000 12019.36| SURFACE MILLING, ASPHALT | | | 0006 303-52308 1577.000 Mg | 13.50000 21289.50| 16.00000 25232.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 303-52309 6293.000 Mg | 13.50000 84955.50| 15.08000 94898.44| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 40.000 Mg | 165.00000 6600.00| 100.00000 4000.00| HMA FOR PATCHING | | | 0009 305-05206 784.000 Mg | 55.00000 43120.00| 57.08000 44750.72| WIDENING WITH HMA | | | 0010 401-05455 16215.000 Mg | 27.50000 445912.50| 35.56000 576605.40| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 13353.000 Mg | 33.00000 440649.00| 38.75000 517428.75| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05495 100.000 Mg | 60.00000 6000.00| 50.00000 5000.00| HMA WEDGE AND LEVEL | | | 0013 405-05517 7.000 Mg | 300.00000 2100.00| 500.00000 3500.00| ASPHALT FOR PRIME COAT | | | 0014 406-05520 94.000 Mg | 200.00000 18800.00| 500.00000 47000.00| ASPHALT FOR TACK COAT | | | 0015 501-02400 LUMP| 1000.00000 1000.00| 8500.00000 8500.00| PROFILOGRAPH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 219 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,568,280.46 ROUTE : 234 CALL ORDER : 219 CONTRACT ID : RS-24505-A COUNTIES : FOUNTAIN PARKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 608-04396 2.000 EACH| 200.00000 400.00| 360.00000 720.00| SHOULDER DRAIN | | | 0017 610-05527 2015.000 Mg | 60.00000 120900.00| 79.00000 159185.00| HMA FOR APPROACHES | | | 0018 615-06525 1.000 EACH| 300.00000 300.00| 500.00000 500.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 615-06527 1.000 EACH| 350.00000 350.00| 350.00000 350.00| MONUMENT, SECTION CORNER | | | 0020 715-04855 2.000 EACH| 800.00000 1600.00| 650.00000 1300.00| PIPE END SECTION, 1050 mm | | | 0021 715-05118 2.000 m | 390.00000 780.00| 165.00000 330.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0022 715-05119 12.000 m | 500.00000 6000.00| 192.00000 2304.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0023 715-05123 4.000 m | 475.00000 1900.00| 200.00000 800.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0024 715-05126 2.000 m | 550.00000 1100.00| 225.00000 450.00| PIPE, TYPE 1, CIRCULAR, 825 mm | | | 0025 715-46000 2.000 EACH| 220.00000 440.00| 225.00000 450.00| PIPE END SECTION, 300 mm | | | 0026 715-46005 10.000 EACH| 220.00000 2200.00| 250.00000 2500.00| PIPE END SECTION, 375 mm | | | 0027 715-46010 3.000 EACH| 650.00000 1950.00| 265.00000 795.00| PIPE END SECTION, 450 mm | | | 0028 715-46020 3.000 EACH| 300.00000 900.00| 300.00000 900.00| PIPE END SECTION, 600 mm | | | 0029 715-46035 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| PIPE END SECTION, 825 mm | | | 0030 720-45000 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| INLET, A1 | | | 0032 801-06640 69.000 EACH| 90.00000 6210.00| 72.45000 4999.05| CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 12000.00000 12000.00| 3500.00000 3500.00| MAINTAINING TRAFFIC | | | 0035 808-06712 26861.000 m | 0.13000 3491.93| 0.14000 3760.54| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0036 808-06713 53722.000 m | 0.13000 6983.86| 0.14000 7521.08| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0037 808-06714 53722.000 m | 0.13000 6983.86| 0.14000 7521.08| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0038 808-75297 10.500 m | 38.00000 399.00| 39.90000 418.95| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 219 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,568,280.46 ROUTE : 234 CALL ORDER : 219 CONTRACT ID : RS-24505-A COUNTIES : FOUNTAIN PARKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 | |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 808-75996 1602.000 EACH| 2.95000 4725.90| 3.10000 4966.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 801-06203 2343.000 m | 1.50000 3514.50| 1.65000 3865.95| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0041 801-06207 2779.000 m | 2.50000 6947.50| 4.00000 11116.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 1,360,891.05| $ 1,731,487.52| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,360,891.05| $ 1,731,487.52| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 229 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 933,325.39 ROUTE : US 41 CALL ORDER : 229 CONTRACT ID : RS-24510-A COUNTIES : PARKE VIGO LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/29/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 896,016.92 100.0000% 2 35-0734255 WABASH VALLEY ASPHALT CO $ 947,432.16 105.7381% ==================================================================================================================================== |(1) 35-1111003 |(2) 35-0734255 | |WHITE CONSTRUCTION, INC. |WABASH VALLEY ASPHALT CO | 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 | 1300.00000 7800.00| 1300.00000 7800.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 44000.00000 44000.00| 45890.25000 45890.25| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 69283.000 m2 | 0.76000 52655.08| 0.61000 42262.63| SURFACE MILLING, ASPHALT | | | 0004 203-02000 273.000 m3 | 14.00000 3822.00| 27.37000 7472.01| EXCAVATION, COMMON | | | 0005 303-52308 642.000 Mg | 15.20000 9758.40| 15.63000 10034.46| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-52309 1560.000 Mg | 15.95000 24882.00| 17.38000 27112.80| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 254.000 Mg | 134.00000 34036.00| 177.23000 45016.42| HMA FOR PATCHING | | | 0008 305-93341 1007.000 m | 10.75000 10825.25| 10.33000 10402.31| SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0009 305-93342 1206.000 m | 10.75000 12964.50| 10.35000 12482.10| SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0010 310-04006 25.000 m2 | 430.00000 10750.00| 312.46000 7811.50| PATCHING, PARTIAL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0011 401-05454 5612.000 Mg | 35.45000 198945.40| 34.94000 196083.28| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0012 401-05456 5684.000 Mg | 39.35000 223665.40| 41.62000 236568.08| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05468 581.000 Mg | 47.50000 27597.50| 43.05000 25012.05| HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05495 363.000 Mg | 31.00000 11253.00| 39.28000 14258.64| HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 229 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 933,325.39 ROUTE : US 41 CALL ORDER : 229 CONTRACT ID : RS-24510-A COUNTIES : PARKE VIGO LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 35-0734255 | |WHITE CONSTRUCTION, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05517 1.530 Mg | 455.00000 696.15| 452.16000 691.80| ASPHALT FOR PRIME COAT | | | 0016 406-05520 38.240 Mg | 190.00000 7265.60| 188.10000 7192.94| ASPHALT FOR TACK COAT | | | 0017 610-05527 1584.000 Mg | 80.30000 127195.20| 91.65000 145173.60| HMA FOR APPROACHES | | | 0018 612-04315 38.300 Mg | 550.00000 21065.00| 525.00000 20107.50| ASPHALT MATERIAL FOR UNDERSEAL | | | 0019 612-60410 704.000 EACH| 6.00000 4224.00| 5.93000 4174.72| DRILLED HOLE FOR UNDERSEAL | | | 0020 615-06525 3.000 EACH| 360.00000 1080.00| 397.61000 1192.83| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0021 621-01004 1.000 EACH| 750.00000 750.00| 770.00000 770.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 210.000 m2 | 3.00000 630.00| 2.91000 611.10| MULCHED SEEDING, R | | | 0023 801-06203 984.000 m | 0.80000 787.20| 0.79000 777.36| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0024 801-06207 901.000 m | 3.60000 3243.60| 4.08000 3676.08| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0025 801-06640 39.000 EACH| 65.00000 2535.00| 84.00000 3276.00| CONSTRUCTION SIGN, A | | | 0026 801-06715 901.000 m | 2.85000 2567.85| 0.72000 648.72| TEMPORARY PAVEMENT MARKING, PAINT | | | 0027 801-06775 LUMP| 41000.00000 41000.00| 62803.20000 62803.20| MAINTAINING TRAFFIC | | | 0028 805-96014 232.000 m | 15.00000 3480.00| 2.87000 665.84| SAW CUT, FULL DEPTH | | | 0029 808-06711 185.000 m | 0.17000 31.45| 0.17000 31.45| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0030 808-06712 1763.000 m | 0.17000 299.71| 0.17000 299.71| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 18616.000 m | 0.17000 3164.72| 0.17000 3164.72| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 6798.000 m | 0.17000 1155.66| 0.17000 1155.66| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75996 445.000 EACH| 4.25000 1891.25| 6.32000 2812.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 229 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 933,325.39 ROUTE : US 41 CALL ORDER : 229 CONTRACT ID : RS-24510-A COUNTIES : PARKE VIGO LETTING DATE : 12/14/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 35-0734255 | |WHITE CONSTRUCTION, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 896,016.92| $ 947,432.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 896,016.92| $ 947,432.16| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 239 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 817,692.98 ROUTE : 67 CALL ORDER : 239 CONTRACT ID : RS-24638-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 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. $ 767,067.00 100.0000% ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 38300.00000 38300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 92000.000 m2 | 0.45000 41400.00| | SURFACE MILLING, ASPHALT | | | 0004 202-02676 5520.000 Mg | 0.01000 55.20| | TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0005 303-60905 700.000 Mg | 22.00000 15400.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0006 305-05204 850.000 Mg | 90.00000 76500.00| | HMA FOR PATCHING | | | 0007 401-05457 7850.000 Mg | 57.00000 447450.00| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05495 600.000 Mg | 40.00000 24000.00| | HMA WEDGE AND LEVEL | | | 0009 405-05517 20.000 Mg | 300.00000 6000.00| | ASPHALT FOR PRIME COAT | | | 0010 406-05520 30.000 Mg | 200.00000 6000.00| | ASPHALT FOR TACK COAT | | | 0011 610-05527 350.000 Mg | 70.00000 24500.00| | HMA FOR APPROACHES | | | 0012 615-06525 1.000 EACH| 350.00000 350.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0013 801-06203 1000.000 m | 2.00000 2000.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06207 1000.000 m | 4.50000 4500.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 239 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 817,692.98 ROUTE : 67 CALL ORDER : 239 CONTRACT ID : RS-24638-A COUNTIES : GREENE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 | | |ROGERS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 33.000 EACH| 50.00000 1650.00| | CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 48575.60000 48575.60| | MAINTAINING TRAFFIC | | | 0017 808-06712 1970.000 m | 0.16000 315.20| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 19880.000 m | 0.16000 3180.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 5020.000 m | 0.16000 803.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75297 15.000 m | 20.00000 300.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75320 2.000 EACH| 59.00000 118.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 1.000 EACH| 94.00000 94.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0023 808-75340 1.000 EACH| 375.00000 375.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0024 808-75996 540.000 EACH| 5.00000 2700.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 540.000 EACH| 25.00000 13500.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 767,067.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 767,067.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 249 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,151,610.44 ROUTE : 150 CALL ORDER : 249 CONTRACT ID : RS-24639-A COUNTIES : ORANGE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES 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 35-1056038 CALCAR QUARRIES, INC. $ 769,660.30 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT $ 890,422.00 115.6902% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 893,985.00 116.1531% ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0248940 |(3) 35-2040801 |CALCAR QUARRIES, INC. |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 ASPHALT RESURFACE- PREVENTATIVE MAINTENANCE | | | 0001 105-01925 9.000 MOS | 1000.00000 9000.00| 1200.00000 10800.00| 1100.00000 9900.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 13600.00000 13600.00| 44400.00000 44400.00| 34210.00000 34210.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 3700.000 m2 | 2.35000 8695.00| 2.00000 7400.00| 1.55000 5735.00 SURFACE MILLING, ASPHALT | | | 0004 303-04095 2375.000 Mg | 10.55000 25056.25| 16.00000 38000.00| 12.00000 28500.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 710.000 Mg | 68.00000 48280.00| 90.00000 63900.00| 58.00000 41180.00 HMA FOR PATCHING | | | 0006 401-05456 13860.000 Mg | 35.85000 496881.00| 37.50000 519750.00| 43.00000 595980.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 300.000 Mg | 28.50000 8550.00| 37.50000 11250.00| 30.00000 9000.00 HMA WEDGE AND LEVEL | | | 0008 405-05517 41.000 Mg | 260.00000 10660.00| 370.00000 15170.00| 280.00000 11480.00 ASPHALT FOR PRIME COAT | | | 0009 406-05520 42.000 Mg | 165.00000 6930.00| 180.00000 7560.00| 130.00000 5460.00 ASPHALT FOR TACK COAT | | | 0010 610-05527 1375.000 Mg | 36.80000 50600.00| 55.00000 75625.00| 45.00000 61875.00 HMA FOR APPROACHES | | | 0011 616-02320 300.000 m2 | 4.00000 1200.00| 4.00000 1200.00| 2.75000 825.00 GEOTEXTILES | | | 0012 616-06405 200.000 Mg | 27.50000 5500.00| 26.00000 5200.00| 20.00000 4000.00 RIPRAP, REVETMENT | | | 0013 801-06203 100.000 m | 1.00000 100.00| 1.00000 100.00| 2.00000 200.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0014 801-06207 2200.000 m | 2.70000 5940.00| 3.00000 6600.00| 2.00000 4400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 249 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,151,610.44 ROUTE : 150 CALL ORDER : 249 CONTRACT ID : RS-24639-A COUNTIES : ORANGE LETTING DATE : 12/14/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 |(2) 35-0248940 |(3) 35-2040801 |CALCAR QUARRIES, INC. |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 801-06640 49.000 EACH| 75.00000 3675.00| 70.00000 3430.00| 75.00000 3675.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 19000.00000 19000.00| 22000.00000 22000.00| 20968.90000 20968.90 MAINTAINING TRAFFIC | | | 0017 808-06712 2200.000 m | 0.13000 286.00| 0.14000 308.00| 0.13000 286.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 43900.000 m | 0.13000 5707.00| 0.14000 6146.00| 0.13000 5707.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 32300.000 m | 0.13000 4199.00| 0.14000 4522.00| 0.13000 4199.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-75297 20.000 m | 20.00000 400.00| 27.00000 540.00| 20.00000 400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0021 808-75996 1723.000 EACH| 2.85000 4910.55| 3.00000 5169.00| 3.20000 5513.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0022 808-75998 1723.000 EACH| 23.50000 40490.50| 24.00000 41352.00| 23.50000 40490.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 769,660.30| $ 890,422.00| $ 893,985.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 769,660.30| $ 890,422.00| $ 893,985.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 259 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,518.90 ROUTE : SR 10 AND SR 110 CALL ORDER : 259 CONTRACT ID : RS-24646-A COUNTIES : JASPER STARKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/10/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 705,850.20 100.0000% 2 35-1139301 E & B PAVING, INC. $ 739,760.89 104.8042% 3 35-1120685 WALSH & KELLY, INC. $ 747,065.65 105.8391% 4 35-1035700 BUCKO CONSTRUCTION $ 876,353.00 124.1556% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,062,626.75 150.5456% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-1120685 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |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 4.000 MOS | 1500.00000 6000.00| 2000.00000 8000.00| 1500.00000 6000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 3500.00000 3500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 36009.00000 36009.00| 37400.00000 37400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 5000.00000 5000.00| 6800.00000 6800.00| 8900.00000 8900.00 PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 250.000 m3 | 6.00000 1500.00| 30.50000 7625.00| 15.00000 3750.00 EXCAVATION, COMMON | | | 0006 203-02080 16.500 km | 1500.00000 24750.00| 2658.00000 43857.00| 4000.00000 66000.00 LINEAR GRADING FOR STONE SHOULDER | | | 0007 203-51223 55.000 m3 | 20.00000 1100.00| 43.20000 2376.00| 5.00000 275.00 EXCAVATION, WATERWAY | | | 0008 211-02060 160.000 m3 | 12.00000 1920.00| 32.50000 5200.00| 2.00000 320.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04095 2675.000 Mg | 14.00000 37450.00| 18.15000 48551.25| 16.00000 42800.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 303-52308 91.000 Mg | 15.00000 1365.00| 14.20000 1292.20| 21.00000 1911.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 305-05206 11950.000 Mg | 36.50000 436175.00| 33.57000 401161.50| 35.00000 418250.00 WIDENING WITH HMA | | | 0012 402-05468 66.000 Mg | 50.00000 3300.00| 63.00000 4158.00| 45.00000 2970.00 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05473 16.500 Mg | 80.00000 1320.00| 140.00000 2310.00| 70.00000 1155.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 259 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,518.90 ROUTE : SR 10 AND SR 110 CALL ORDER : 259 CONTRACT ID : RS-24646-A COUNTIES : JASPER STARKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-1120685 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05477 8.300 Mg | 120.00000 996.00| 275.00000 2282.50| 70.00000 581.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05495 1500.000 Mg | 40.00000 60000.00| 38.00000 57000.00| 38.00000 57000.00 HMA WEDGE AND LEVEL | | | 0016 406-05520 10.500 Mg | 220.00000 2310.00| 250.00000 2625.00| 500.00000 5250.00 ASPHALT FOR TACK COAT | | | 0017 610-05527 16.000 Mg | 120.00000 1920.00| 186.00000 2976.00| 100.00000 1600.00 HMA FOR APPROACHES | | | 0018 615-06495 1.000 EACH| 100.00000 100.00| 285.00000 285.00| 100.00000 100.00 RIGHT OF WAY MARKER, RESET | | | 0019 616-02320 65.000 m2 | 3.50000 227.50| 6.78000 440.70| 3.50000 227.50 GEOTEXTILES | | | 0020 616-06405 105.000 Mg | 26.00000 2730.00| 25.63000 2691.15| 30.00000 3150.00 RIPRAP, REVETMENT | | | 0021 714-26717 23.200 m | 1200.00000 27840.00| 2717.00000 63034.40| 2050.00000 47560.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0022 715-05177 8.500 m | 140.00000 1190.00| 268.24000 2280.04| 500.00000 4250.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0023 715-46040 1.000 EACH| 550.00000 550.00| 1890.00000 1890.00| 500.00000 500.00 PIPE END SECTION, 900 mm | | | 0024 801-04308 9.000 EACH| 125.00000 1125.00| 125.00000 1125.00| 125.00000 1125.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06207 200.000 m | 3.50000 700.00| 2.50000 500.00| 1.00000 200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0026 801-06605 6.000 EACH| 31.00000 186.00| 30.00000 180.00| 30.00000 180.00 BARRICADE, IIIA | | | 0027 801-06606 4.000 EACH| 46.00000 184.00| 45.00000 180.00| 45.00000 180.00 BARRICADE, IIIB | | | 0028 801-06625 45.000 EACH| 56.00000 2520.00| 55.00000 2475.00| 55.00000 2475.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-06640 62.000 EACH| 51.00000 3162.00| 50.00000 3100.00| 50.00000 3100.00 CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 30000.00000 30000.00| 21000.00000 21000.00| 23000.00000 23000.00 MAINTAINING TRAFFIC | | | 0031 808-06712 485.000 m | 0.14000 67.90| 0.13000 63.05| 0.13000 63.05 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0032 808-06713 36200.000 m | 0.14000 5068.00| 0.13000 4706.00| 0.13000 4706.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-06714 670.000 m | 0.14000 93.80| 0.13000 87.10| 0.13000 87.10 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 259 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,518.90 ROUTE : SR 10 AND SR 110 CALL ORDER : 259 CONTRACT ID : RS-24646-A COUNTIES : JASPER STARKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1139301 |(3) 35-1120685 |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 705,850.20| $ 739,760.89| $ 747,065.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 705,850.20| $ 739,760.89| $ 747,065.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 259 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,518.90 ROUTE : SR 10 AND SR 110 CALL ORDER : 259 CONTRACT ID : RS-24646-A COUNTIES : JASPER STARKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035700 |(5) 35-0918397 | |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1500.00000 6000.00| 3000.00000 12000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23000.00000 23000.00| 11250.00000 11250.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43816.85000 43816.85| 53100.00000 53100.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02286 1.000 EACH| 9500.00000 9500.00| 4500.00000 4500.00| PRESENT STRUCTURE, REMOVE | | | 0005 203-02000 250.000 m3 | 30.00000 7500.00| 21.50000 5375.00| EXCAVATION, COMMON | | | 0006 203-02080 16.500 km | 4000.00000 66000.00| 1700.00000 28050.00| LINEAR GRADING FOR STONE SHOULDER | | | 0007 203-51223 55.000 m3 | 37.00000 2035.00| 47.50000 2612.50| EXCAVATION, WATERWAY | | | 0008 211-02060 160.000 m3 | 38.00000 6080.00| 11.20000 1792.00| B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04095 2675.000 Mg | 16.90000 45207.50| 20.00000 53500.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 303-52308 91.000 Mg | 20.00000 1820.00| 36.00000 3276.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 305-05206 11950.000 Mg | 41.00000 489950.00| 51.20000 611840.00| WIDENING WITH HMA | | | 0012 402-05468 66.000 Mg | 75.00000 4950.00| 43.50000 2871.00| HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05473 16.500 Mg | 125.00000 2062.50| 62.00000 1023.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0014 402-05477 8.300 Mg | 225.00000 1867.50| 105.00000 871.50| HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05495 1500.000 Mg | 32.00000 48000.00| 37.05000 55575.00| HMA WEDGE AND LEVEL | | | 0016 406-05520 10.500 Mg | 740.00000 7770.00| 1800.00000 18900.00| ASPHALT FOR TACK COAT | | | 0017 610-05527 16.000 Mg | 135.00000 2160.00| 430.00000 6880.00| HMA FOR APPROACHES | | | 0018 615-06495 1.000 EACH| 200.00000 200.00| 350.00000 350.00| RIGHT OF WAY MARKER, RESET | | | 0019 616-02320 65.000 m2 | 1.50000 97.50| 15.10000 981.50| GEOTEXTILES | | | 0020 616-06405 105.000 Mg | 25.00000 2625.00| 155.00000 16275.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 259 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,518.90 ROUTE : SR 10 AND SR 110 CALL ORDER : 259 CONTRACT ID : RS-24646-A COUNTIES : JASPER STARKE LETTING DATE : 12/14/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035700 |(5) 35-0918397 | |BUCKO CONSTRUCTION |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 714-26717 23.200 m | 2400.00000 55680.00| 2075.00000 48140.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0022 715-05177 8.500 m | 210.00000 1785.00| 300.00000 2550.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0023 715-46040 1.000 EACH| 530.00000 530.00| 1250.00000 1250.00| PIPE END SECTION, 900 mm | | | 0024 801-04308 9.000 EACH| 125.00000 1125.00| 200.00000 1800.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0025 801-06207 200.000 m | 4.00000 800.00| 2.50000 500.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0026 801-06605 6.000 EACH| 30.00000 180.00| 118.00000 708.00| BARRICADE, IIIA | | | 0027 801-06606 4.000 EACH| 45.00000 180.00| 145.00000 580.00| BARRICADE, IIIB | | | 0028 801-06625 45.000 EACH| 55.00000 2475.00| 48.00000 2160.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-06640 62.000 EACH| 50.00000 3100.00| 61.50000 3813.00| CONSTRUCTION SIGN, A | | | 0030 801-06775 LUMP| 35000.00000 35000.00| 104500.00000 104500.00| MAINTAINING TRAFFIC | | | 0031 808-06712 485.000 m | 0.13000 63.05| 0.15000 72.75| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0032 808-06713 36200.000 m | 0.13000 4706.00| 0.15000 5430.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0033 808-06714 670.000 m | 0.13000 87.10| 0.15000 100.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 876,353.00| $ 1,062,626.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 876,353.00| $ 1,062,626.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 269 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 42 CALL ORDER : 269 CONTRACT ID : RS-24654-A COUNTIES : CLAY LETTING DATE : 12/14/99 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. $ 937,465.60 100.0000% 2 35-0734255 WABASH VALLEY ASPHALT CO $ 1,130,894.99 120.6332% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 279 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 931,765.67 ROUTE : 67 CALL ORDER : 279 CONTRACT ID : RS-24674-A COUNTIES : MADISON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 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. $ 934,051.49 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 959,800.00 102.7566% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR OR REHABILITATION | | | 0001 105-01925 9.000 MOS | 1900.00000 17100.00| 2100.00000 18900.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46600.00000 46600.00| 48000.00000 48000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 99114.000 m2 | 1.00000 99114.00| 0.63000 62441.82| SURFACE MILLING, ASPHALT | | | 0005 203-02000 1085.200 m3 | 25.00000 27130.00| 22.00000 23874.40| EXCAVATION, COMMON | | | 0006 303-52308 309.000 Mg | 10.00000 3090.00| 30.00000 9270.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 305-05204 367.000 Mg | 115.00000 42205.00| 108.00000 39636.00| HMA FOR PATCHING | | | 0008 305-05206 699.600 Mg | 45.00000 31482.00| 60.00000 41976.00| WIDENING WITH HMA | | | 0009 310-04013 602.720 m2 | 145.00000 87394.40| 140.00000 84380.80| PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | 0010 401-05454 797.600 Mg | 40.00000 31904.00| 41.00000 32701.60| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0011 401-05456 5621.000 Mg | 40.00000 224840.00| 45.00000 252945.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-05459 1708.600 Mg | 40.00000 68344.00| 38.00000 64926.80| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0013 401-05462 328.300 Mg | 40.00000 13132.00| 43.00000 14116.90| QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0014 401-05464 2295.400 Mg | 40.00000 91816.00| 45.00000 103293.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 279 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 931,765.67 ROUTE : 67 CALL ORDER : 279 CONTRACT ID : RS-24674-A COUNTIES : MADISON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05517 10.500 Mg | 300.00000 3150.00| 260.00000 2730.00| ASPHALT FOR PRIME COAT | | | 0016 406-05520 28.400 Mg | 175.00000 4970.00| 175.00000 4970.00| ASPHALT FOR TACK COAT | | | 0017 608-04395 5.000 Mg | 1000.00000 5000.00| 400.00000 2000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0018 610-05527 441.800 Mg | 75.00000 33135.00| 90.00000 39762.00| HMA FOR APPROACHES | | | 0019 616-02320 1401.000 m2 | 3.00000 4203.00| 1.60000 2241.60| GEOTEXTILES | | | 0020 621-06559 1764.000 m2 | 1.35000 2381.40| 1.50000 2646.00| MULCHED SEEDING, R | | | 0021 801-06203 2800.000 m | 0.60000 1680.00| 1.75000 4900.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0022 801-06207 2800.000 m | 5.00000 14000.00| 4.00000 11200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0023 801-06640 40.000 EACH| 75.00000 3000.00| 62.00000 2480.00| CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 42000.00000 42000.00| 49893.13000 49893.13| MAINTAINING TRAFFIC | | | 0026 805-78795 36.600 m | 35.00000 1281.00| 24.50000 896.70| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0027 808-06701 1674.000 m | 0.75000 1255.50| 0.80000 1339.20| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0028 808-06713 12658.000 m | 0.13000 1645.54| 0.15000 1898.70| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0029 808-06726 74.800 m | 4.25000 317.90| 4.50000 336.60| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0030 808-75240 1439.000 m | 0.75000 1079.25| 0.80000 1151.20| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0031 808-75245 10456.000 m | 0.75000 7842.00| 0.80000 8364.80| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0032 808-75320 19.000 EACH| 49.00000 931.00| 51.50000 978.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0033 808-75325 8.000 EACH| 59.00000 472.00| 62.00000 496.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 279 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 931,765.67 ROUTE : 67 CALL ORDER : 279 CONTRACT ID : RS-24674-A COUNTIES : MADISON LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 202-74070 2.000 EACH| 1800.00000 3600.00| 1570.00000 3140.00| OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0035 202-02241 165.000 m | 13.40000 2211.00| 5.80000 957.00| GUARDRAIL, REMOVE | | | 0036 621-01004 1.000 EACH| 525.00000 525.00| 552.00000 552.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 805-02328 147.000 m | 1.50000 220.50| 2.75000 404.25| SIGNAL CABLE, 1C 14GA. | | | SECTION TOTALS | $ 934,051.49| $ 959,800.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 934,051.49| $ 959,800.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/20/99 PAGE : 289 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 252,795.57 ROUTE : 38 CALL ORDER : 289 CONTRACT ID : RS-24676-B COUNTIES : HENRY LETTING DATE : 12/14/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 258,714.85 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PATCH AND REHAB CONCRETE PAVEMENT | | | 0001 105-06790 5.000 MOS | 1500.00000 7500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12500.00000 12500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 305-05204 14.300 Mg | 380.00000 5434.00| | HMA FOR PATCHING | | | 0005 305-93341 3280.000 m | 2.90000 9512.00| | SAW, CLEAN AND SEAL LONGITUDINAL JOINTS | | | 0006 305-93342 7800.000 m | 3.45000 26910.00| | SAW, CLEAN AND SEAL TRANSVERSE JOINTS | | | 0007 501-04966 1002.000 EACH| 73.40000 73546.80| | DOWEL BAR , RETROFIT | | | 0008 506-06333 44.400 m2 | 292.00000 12964.80| | PCCP PATCHING, FULL DEPTH | | | 0009 605-03656 170.000 m | 135.00000 22950.00| | CURB, CONCRETE, REPAIR | | | 0010 720-44000 61.000 EACH| 452.25000 27587.25| | CASTING, ADJUST TO GRADE , CURB INLETS | | | 0011 720-44000 10.000 EACH| 575.00000 5750.00| | CASTING, ADJUST TO GRADE , MANHOLES | | | 0012 801-06640 72.000 EACH| 55.00000 3960.00| | CONSTRUCTION SIGN, A | | | 0013 801-06710 150.000 DAY | 14.00000 2100.00| | FLASHING ARROW SIGN | | | 0014 801-06775 LUMP| 45500.00000 45500.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 258,714.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,714.85| | ====================================================================================================================================