INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 367,969.29 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : RS-23968-A COUNTIES : MONTGOMERY LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 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. $ 370,691.45 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 1300.00000 6500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 18500.00000 18500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 30638.000 m2 | 1.00000 30638.00| | SURFACE MILLING, ASPHALT | | | 0004 303-52308 198.000 Mg | 20.00000 3960.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 146.000 Mg | 15.00000 2190.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 296.000 Mg | 150.00000 44400.00| | HMA FOR PATCHING | | | 0007 401-05457 3736.500 Mg | 37.50000 140118.75| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0008 402-05468 129.300 Mg | 110.00000 14223.00| | HMA BASE 25.0 mm, MAINLINE | | | 0009 402-05495 436.000 Mg | 45.00000 19620.00| | HMA WEDGE AND LEVEL UNDISTRIBUTED | | | 0011 406-05520 11.000 Mg | 200.00000 2200.00| | ASPHALT FOR TACK COAT | | | 0014 602-99181 551.000 m | 13.00000 7163.00| | MEDIAN BARRIER, CONCRETE, REMOVE | | | 0015 605-06120 30.000 m | 90.00000 2700.00| | CURB, CONCRETE (BARRIER TYPE) AT SMITH | | | AVE. | | | 0016 608-04396 2.000 EACH| 250.00000 500.00| | SHOULDER DRAIN | | | 0017 612-04315 15.000 Mg | 555.00000 8325.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | UNDISTRIBUTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 367,969.29 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : RS-23968-A COUNTIES : MONTGOMERY LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 612-60410 200.000 EACH| 6.10000 1220.00| | DRILLED HOLE FOR UNDERSEAL | | | 0019 801-01428 39.000 m | 14.00000 546.00| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0020 801-06640 30.000 EACH| 60.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0021 801-06715 399.000 m | 2.55000 1017.45| | TEMPORARY PAVEMENT MARKING, PAINT | | | 0022 801-06731 459.000 m | 3.75000 1721.25| | TEMPORARY PAVEMENT MARKING, I | | | 0023 801-06775 LUMP| 12200.00000 12200.00| | MAINTAINING TRAFFIC | | | 0024 801-98523 34.000 m | 7.25000 246.50| | TEMPORARY PAINT, STOP LINE, 600 mm | | | 0025 805-02441 600.000 m | 1.70000 1020.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0026 805-78785 6.000 EACH| 625.00000 3750.00| | SIGNAL DETECTOR HOUSING | | | 0027 805-78795 236.000 m | 26.50000 6254.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 808-06703 453.000 m | 1.65000 747.45| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0029 808-06711 567.000 m | 0.20000 113.40| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0030 808-06712 717.000 m | 0.20000 143.40| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 3068.000 m | 0.20000 613.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 4547.000 m | 0.20000 909.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0033 808-75297 39.000 m | 9.75000 380.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75300 56.000 m | 3.00000 168.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0035 808-75320 35.000 EACH| 49.00000 1715.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0036 808-75325 34.000 EACH| 66.00000 2244.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 367,969.29 ROUTE : 231 CALL ORDER : 290 CONTRACT ID : RS-23968-A COUNTIES : MONTGOMERY LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-04754 2.000 EACH| 13500.00000 27000.00| | ENERGY ABSORBING TERMINAL | | | 0038 404-05511 936.000 m2 | 4.00000 3744.00| | SEAL COAT, 2 | | | 0039 801-06710 100.000 DAY | 21.00000 2100.00| | FLASHING ARROW SIGN | | | SECTION TOTALS | $ 370,691.45| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 370,691.45| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,515,573.81 ROUTE : 545 CALL ORDER : 300 CONTRACT ID : RS-24173-A COUNTIES : PERRY SPENCER LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 135 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & COMPANY, INC. $ 2,130,817.05 100.0000% ==================================================================================================================================== |(1) 35-0626844 | | |RUDOLPH, J.H. & COMPANY, 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 15.000 MOS | 415.00000 6225.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 106000.00000 106000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02271 4.000 EACH| 580.00000 2320.00| | HEADWALL, REMOVE | | | 0006 202-02626 9.000 EACH| 510.00000 4590.00| | PIPE ANCHOR, REMOVE | | | 0007 202-60820 8600.000 m2 | 1.45000 12470.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02020 175.000 m3 | 26.00000 4550.00| | EXCAVATION, UNCLASSIFIED | | | 0009 203-02070 80.000 m3 | 20.00000 1600.00| | BORROW | | | 0010 203-91878 10775.000 m | 6.50000 70037.50| | LINEAR DITCH GRADING | | | 0011 205-02224 100.000 m | 14.70000 1470.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 700.000 m | 8.70000 6090.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02236 2.000 EACH| 161.00000 322.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0014 211-02050 400.000 m3 | 15.30000 6120.00| | B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,515,573.81 ROUTE : 545 CALL ORDER : 300 CONTRACT ID : RS-24173-A COUNTIES : PERRY SPENCER LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 | | |RUDOLPH, J.H. & COMPANY, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-60905 2300.000 Mg | 17.30000 39790.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0016 305-05204 2030.000 Mg | 49.85000 101195.50| | HMA FOR PATCHING | | | 0017 401-05455 12850.000 Mg | 29.80000 382930.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05457 12500.000 Mg | 38.00000 475000.00| | QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0019 402-05481 250.000 Mg | 47.90000 11975.00| | HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05495 800.000 Mg | 29.70000 23760.00| | HMA WEDGE AND LEVEL | | | 0021 404-05510 600.000 m2 | 2.18000 1308.00| | SEAL COAT, 1 | | | 0022 405-05517 40.000 Mg | 270.00000 10800.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 85.000 Mg | 165.00000 14025.00| | ASPHALT FOR TACK COAT | | | 0024 501-02400 LUMP| 3500.00000 3500.00| | PROFILOGRAPH | | | 0025 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02636 22.900 m | 34.00000 778.60| | GUARDRAIL, W BEAM, NESTED | | | 0027 601-06037 8.000 EACH| 620.00000 4960.00| | GUARDRAIL END TREATMENT, I | | | 0028 601-99110 213.600 m | 35.00000 7476.00| | GUARDRAIL, W BEAM, LONG POST, 1.905 m | | | SPACING | | | 0029 607-06365 183.000 m | 100.00000 18300.00| | PAVED SIDE DITCH, G | | | 0030 610-05527 3300.000 Mg | 40.00000 132000.00| | HMA FOR APPROACHES | | | 0031 616-02281 5.000 m3 | 300.00000 1500.00| | GROUT FOR RIPRAP | | | 0032 616-02305 370.000 m3 | 115.00000 42550.00| | GABIONS | | | 0033 616-02320 13350.000 m2 | 3.25000 43387.50| | GEOTEXTILES | | | 0035 621-01004 5.000 EACH| 660.00000 3300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,515,573.81 ROUTE : 545 CALL ORDER : 300 CONTRACT ID : RS-24173-A COUNTIES : PERRY SPENCER LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 | | |RUDOLPH, J.H. & COMPANY, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-06545 0.860 Mg | 700.00000 602.00| | FERTILIZER | | | 0037 621-06553 200.000 kg | 9.00000 1800.00| | SEED MIXTURE, R | | | 0038 621-06565 2.200 Mg | 645.00000 1419.00| | MULCHING MATERIAL | | | 0039 621-06567 3.620 kL | 1.00000 3.62| | WATER | | | 0040 621-06574 200.000 m2 | 6.60000 1320.00| | SODDING | | | 0041 714-01366 15.800 m | 2000.00000 31600.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0042 715-05019 141.200 m | 220.00000 31064.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0043 715-05121 80.100 m | 163.00000 13056.30| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0044 715-05123 63.500 m | 177.00000 11239.50| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-05127 16.000 m | 235.00000 3760.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0046 715-05128 16.000 m | 255.00000 4080.00| | PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0047 715-05133 18.400 m | 430.00000 7912.00| | PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0048 715-05136 20.100 m | 465.00000 9346.50| | PIPE, TYPE 1, CIRCULAR, 1800 mm | | | 0049 715-05596 2.500 m | 1860.00000 4650.00| | PIPE EXTENSION, CIRCULAR, 450 mm | | | 0050 715-05841 2.000 EACH| 670.00000 1340.00| | CONCRETE ANCHOR, 1500 mm | | | 0051 715-05842 2.000 EACH| 650.00000 1300.00| | CONCRETE ANCHOR, 1050 mm | | | 0052 715-06004 2.000 EACH| 660.00000 1320.00| | CONCRETE ANCHOR, 1200 mm | | | 0053 715-06357 2.000 EACH| 690.00000 1380.00| | CONCRETE ANCHOR, 1800 mm | | | 0054 715-06358 1.000 EACH| 706.00000 706.00| | CONCRETE ANCHOR, 1950 mm | | | 0055 715-44240 10.000 m3 | 980.00000 9800.00| | CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,515,573.81 ROUTE : 545 CALL ORDER : 300 CONTRACT ID : RS-24173-A COUNTIES : PERRY SPENCER LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 | | |RUDOLPH, J.H. & COMPANY, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-46005 1.000 EACH| 600.00000 600.00| | PIPE END SECTION, 375 mm | | | 0057 715-46010 12.000 EACH| 315.00000 3780.00| | PIPE END SECTION, 450 mm | | | 0058 715-46020 12.000 EACH| 354.00000 4248.00| | PIPE END SECTION, 600 mm | | | 0059 715-46040 12.000 EACH| 680.00000 8160.00| | PIPE END SECTION, 900 mm | | | 0060 718-94889 30.000 m3 | 79.00000 2370.00| | AGGREGATE FOR UNDERDRAINS, 8 | | | 0061 720-45030 1.000 EACH| 1450.00000 1450.00| | INLET, E7 | | | 0062 720-45405 1.000 EACH| 2670.00000 2670.00| | MANHOLE, B4 | | | 0063 801-04308 2.000 EACH| 209.00000 418.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06605 8.000 EACH| 183.00000 1464.00| | BARRICADE, IIIA | | | 0065 801-06625 50.000 EACH| 102.00000 5100.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 91.000 EACH| 130.00000 11830.00| | CONSTRUCTION SIGN, A | | | 0067 801-06731 2250.000 m | 4.00000 9000.00| | TEMPORARY PAVEMENT MARKING, I | | | 0068 801-06732 3000.000 m | 2.00000 6000.00| | TEMPORARY PAVEMENT MARKING, II | | | 0069 801-06775 LUMP| 40000.00000 40000.00| | MAINTAINING TRAFFIC | | | 0070 808-06712 1150.000 m | 0.14500 166.75| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0071 808-06713 45000.000 m | 0.14500 6525.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 29515.000 m | 0.14500 4279.68| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 808-75297 12.000 m | 14.30000 171.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0074 808-75300 50.000 m | 8.60000 430.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0075 808-75996 1825.000 EACH| 5.00000 9125.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,515,573.81 ROUTE : 545 CALL ORDER : 300 CONTRACT ID : RS-24173-A COUNTIES : PERRY SPENCER LETTING DATE : 05/18/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 | | |RUDOLPH, J.H. & COMPANY, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-75998 1825.000 EACH| 25.00000 45625.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0077 616-06405 17950.000 Mg | 12.50000 224375.00| | RIPRAP, REVETMENT | | | SECTION TOTALS | $ 2,130,817.05| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,130,817.05| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 305 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,394,198.51 ROUTE : 32 CALL ORDER : 305 CONTRACT ID : RS-24217-D COUNTIES : DELAWARE LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,493,928.78 100.0000% ==================================================================================================================================== |(1) 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 PAVEMENT REPAIR OR REHABILITATION: | | | 0001 105-06790 9.000 MOS | 1600.00000 14400.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 163725.00000 163725.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 7481.000 m2 | 9.00000 67329.00| | SURFACE MILLING, ASPHALT (50mm | | | Approaches & 32mm Mainline Under S | | | 0005 202-60820 105325.000 m2 | 3.15000 331773.75| | SURFACE MILLING, ASPHALT (50mm Mainline)| | | 0006 303-52309 23.400 Mg | 50.00000 1170.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 303-60900 2555.000 Mg | 30.00000 76650.00| | COMPACTED AGGREGATE FOR BASE, 0 (Under | | | HMA Patching within project limit | | | 0008 305-05204 2780.000 Mg | 90.00000 250200.00| | HMA FOR PATCHING | | | 0009 401-05455 16425.000 Mg | 44.00000 722700.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0010 401-05456 7465.000 Mg | 55.00000 410575.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05487 1100.000 Mg | 38.00000 41800.00| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0012 402-05490 500.000 Mg | 50.00000 25000.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0013 402-05495 50.000 Mg | 75.00000 3750.00| | HMA WEDGE AND LEVEL (Undistributed | | | Quantity) | | | 0014 405-05517 10.000 Mg | 100.00000 1000.00| | ASPHALT FOR PRIME COAT (@ unimproved | | | drives & patching) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 305 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,394,198.51 ROUTE : 32 CALL ORDER : 305 CONTRACT ID : RS-24217-D COUNTIES : DELAWARE LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 62.600 Mg | 185.00000 11581.00| | ASPHALT FOR TACK COAT | | | 0016 610-05527 1580.000 Mg | 35.00000 55300.00| | HMA FOR APPROACHES | | | 0017 615-06525 4.000 EACH| 300.00000 1200.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | (Undistributed Quantity, Section Corner | | | 0018 720-44000 161.000 EACH| 375.00000 60375.00| | CASTING, ADJUST TO GRADE | | | 0019 801-06049 820.000 m | 1.03000 844.60| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0020 801-06640 70.000 EACH| 150.00000 10500.00| | CONSTRUCTION SIGN, A | | | 0021 801-06643 820.000 m | 5.66000 4641.20| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0022 801-06644 1045.000 m | 5.66000 5914.70| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0023 801-06647 1045.000 m | 1.03000 1076.35| | TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0024 801-06710 120.000 DAY | 35.00000 4200.00| | FLASHING ARROW SIGN | | | 0025 801-06775 LUMP| 163725.00000 163725.00| | MAINTAINING TRAFFIC | | | 0026 805-02441 3300.000 m | 1.00000 3300.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0027 805-78795 825.000 m | 33.00000 27225.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0028 805-92951 15.000 EACH| 160.00000 2400.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0029 808-06711 2304.000 m | 0.17000 391.68| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0030 808-06712 309.000 m | 0.17000 52.53| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0031 808-06713 1012.000 m | 0.17000 172.04| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0032 808-06714 12650.000 m | 0.17000 2150.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 305 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,394,198.51 ROUTE : 32 CALL ORDER : 305 CONTRACT ID : RS-24217-D COUNTIES : DELAWARE LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75272 145.000 m | 4.50000 652.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0034 808-75290 75.500 m | 8.85000 668.18| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0035 808-75297 280.000 m | 8.85000 2478.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0036 808-75300 759.000 m | 2.25000 1707.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0037 808-75320 34.000 EACH| 50.50000 1717.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0038 808-75325 12.000 EACH| 72.75000 873.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0039 808-75340 2.000 EACH| 355.00000 710.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 2,493,928.78| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,493,928.78| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,369,831.53 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : RS-24241-A COUNTIES : PARKE LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/25/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,250,449.35 100.0000% 2 37-0955285 FREESEN, INC. $ 1,444,661.70 115.5314% 3 35-1111003 WHITE CONSTRUCTION, INC. $ 1,568,288.66 125.4180% ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 |(3) 35-1111003 |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. |WHITE CONSTRUCTION, 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| 1200.00000 7200.00| 1500.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 62000.00000 62000.00| 57845.00000 57845.00| 78000.00000 78000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 5496.000 m2 | 2.00000 10992.00| 2.60000 14289.60| 3.50000 19236.00 SURFACE MILLING, ASPHALT | | | 0005 202-74035 20.000 EACH| 10.00000 200.00| 100.00000 2000.00| 59.00000 1180.00 SIGN, REMOVE | | | 0006 203-02000 736.000 m3 | 9.00000 6624.00| 12.50000 9200.00| 22.50000 16560.00 EXCAVATION, COMMON | | | 0007 203-02070 42.000 m3 | 9.00000 378.00| 50.00000 2100.00| 37.00000 1554.00 BORROW | | | 0008 303-52308 680.000 Mg | 12.50000 8500.00| 24.00000 16320.00| 21.70000 14756.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0009 303-52309 2291.000 Mg | 18.00000 41238.00| 13.75000 31501.25| 15.90000 36426.90 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0010 305-05204 50.000 Mg | 150.00000 7500.00| 100.00000 5000.00| 190.00000 9500.00 HMA FOR PATCHING | | | 0012 401-05454 14878.000 Mg | 25.95000 386084.10| 31.00000 461218.00| 32.72000 486808.16 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0013 401-05456 13125.000 Mg | 30.25000 397031.25| 38.01000 498881.25| 38.40000 504000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05468 391.000 Mg | 38.10000 14897.10| 48.76000 19065.16| 47.70000 18650.70 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05486 272.000 Mg | 52.90000 14388.80| 37.76000 10270.72| 61.95000 16850.40 HMA INTERMEDIATE 12.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,369,831.53 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : RS-24241-A COUNTIES : PARKE LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 |(3) 35-1111003 |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-05490 220.000 Mg | 55.25000 12155.00| 40.97000 9013.40| 76.35000 16797.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0017 402-05495 2220.000 Mg | 33.50000 74370.00| 35.12000 77966.40| 36.87000 81851.40 HMA WEDGE AND LEVEL | | | 0018 405-05517 3.750 Mg | 350.00000 1312.50| 489.75000 1836.56| 520.00000 1950.00 ASPHALT FOR PRIME COAT | | | 0019 406-05520 100.000 Mg | 200.00000 20000.00| 502.72000 50272.00| 407.00000 40700.00 ASPHALT FOR TACK COAT | | | 0020 601-92948 1257.000 m | 8.50000 10684.50| 9.15000 11501.55| 9.50000 11941.50 ADJUST GUARDRAIL HEIGHT | | | 0021 608-04396 10.000 EACH| 225.00000 2250.00| 125.00000 1250.00| 325.00000 3250.00 SHOULDER DRAIN | | | 0022 610-05527 1054.000 Mg | 61.00000 64294.00| 75.77000 79861.58| 63.85000 67297.90 HMA FOR APPROACHES | | | 0023 612-04315 19.000 Mg | 625.00000 11875.00| 577.50000 10972.50| 583.00000 11077.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 350.000 EACH| 5.75000 2012.50| 6.30000 2205.00| 6.05000 2117.50 DRILLED HOLE FOR UNDERSEAL | | | 0025 621-01004 1.000 EACH| 750.00000 750.00| 787.50000 787.50| 825.00000 825.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 750.000 m2 | 1.15000 862.50| 1.21000 907.50| 1.25000 937.50 MULCHED SEEDING, R | | | 0027 621-06574 256.000 m2 | 12.30000 3148.80| 12.92000 3307.52| 15.75000 4032.00 SODDING | | | 0028 801-01349 10.000 m | 15.00000 150.00| 30.00000 300.00| 29.00000 290.00 TEMPORARY STOP LINE, 600 mm | | | 0029 801-01350 1.000 EACH| 60.00000 60.00| 62.00000 62.00| 65.00000 65.00 TEMPORARY STOP SIGN | | | 0030 801-06605 4.000 EACH| 49.00000 196.00| 52.25000 209.00| 55.00000 220.00 BARRICADE, IIIA | | | 0031 801-06640 41.000 EACH| 58.00000 2378.00| 62.00000 2542.00| 65.00000 2665.00 CONSTRUCTION SIGN, A | | | 0032 801-06643 262.000 m | 2.50000 655.00| 4.50000 1179.00| 4.79000 1254.98 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0033 801-06644 330.000 m | 2.50000 825.00| 4.50000 1485.00| 4.79000 1580.70 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0034 801-06731 2004.000 m | 3.50000 7014.00| 3.50000 7014.00| 4.79000 9599.16 TEMPORARY PAVEMENT MARKING, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,369,831.53 ROUTE : US 41 CALL ORDER : 310 CONTRACT ID : RS-24241-A COUNTIES : PARKE LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 37-0955285 |(3) 35-1111003 |MILESTONE CONTRACTORS, L.P. |FREESEN, INC. |WHITE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06732 1933.000 m | 2.10000 4059.30| 1.00000 1933.00| 2.70000 5219.10 TEMPORARY PAVEMENT MARKING, II | | | 0036 801-06775 LUMP| 49000.00000 49000.00| 10000.00000 10000.00| 56000.00000 56000.00 MAINTAINING TRAFFIC | | | 0037 802-76035 4.000 m2 | 172.50000 690.00| 182.00000 728.00| 190.00000 760.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0038 802-76055 19.200 m | 12.90000 247.68| 10.75000 206.40| 14.25000 273.60 SIGN POST, A | | | 0039 804-94499 1.000 EACH| 94.00000 94.00| 150.00000 150.00| 105.00000 105.00 MILE MARKER, REMOVE AND RESET | | | 0040 808-06705 26.000 m | 5.00000 130.00| 5.30000 137.80| 5.55000 144.30 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0041 808-06711 187.500 m | 0.12000 22.50| 0.14000 26.25| 0.15000 28.13 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0042 808-06712 2561.000 m | 0.12000 307.32| 0.14000 358.54| 0.15000 384.15 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0043 808-06713 41500.000 m | 0.12000 4980.00| 0.14000 5810.00| 0.15000 6225.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 27182.000 m | 0.12000 3261.84| 0.14000 3805.48| 0.15000 4077.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 808-06716 30.000 m | 6.95000 208.50| 7.35000 220.50| 7.70000 231.00 LINE, REMOVE | | | 0046 808-75215 10.500 m | 7.55000 79.28| 8.00000 84.00| 8.35000 87.68 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0047 808-75297 16.800 m | 15.10000 253.68| 16.00000 268.80| 17.00000 285.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0048 808-75996 1300.000 EACH| 3.50000 4550.00| 3.65000 4745.00| 5.82000 7566.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 402-05481 76.000 Mg | 49.20000 3739.20| 47.69000 3624.44| 78.00000 5928.00 HMA BASE 25.0 mm, SHOULDER | | | SECTION TOTALS | $ 1,250,449.35| $ 1,444,661.70| $ 1,568,288.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,250,449.35| $ 1,444,661.70| $ 1,568,288.66 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 316 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,379,767.05 ROUTE : 50 CALL ORDER : 316 CONTRACT ID : RS-24247-A COUNTIES : DEARBORN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/24/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR, INC. $ 3,990,711.91 100.0000% 2 31-0515195 VALLEY ASPHALT CORPORATION $ 4,073,467.58 102.0737% 3 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 4,347,599.08 108.9429% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,542,937.29 113.8377% ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 |(3) 61-0476452 |O'MARA, DAVE CONTRACTOR, INC|VALLEY ASPHALT CORPORATION |HANSON AGGREGATES MIDWEST, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-06790 16.000 MOS | 1000.00000 16000.00| 1000.00000 16000.00| 950.00000 15200.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 9075.00000 9075.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 6235.000 m | 0.10000 623.50| 2.80000 17458.00| 5.30000 33045.50 GUARDRAIL, REMOVE | | | 0004 202-02273 651.000 m2 | 10.00000 6510.00| 14.57000 9485.07| 26.50000 17251.50 CENTER CURB, CONCRETE, REMOVE | | | 0005 202-02278 376.400 m | 20.00000 7528.00| 19.58000 7369.91| 40.80000 15357.12 CURB, CONCRETE, REMOVE | | | 0006 202-60815 2040.000 m | 25.00000 51000.00| 25.24000 51489.60| 45.90000 93636.00 CENTER CURB, REMOVE | | | 0007 202-60820 210446.100 m2 | 0.25000 52611.53| 0.64000 134685.50| 0.14000 29462.45 SURFACE MILLING, ASPHALT | | | 0008 202-93741 44.000 EACH| 80.00000 3520.00| 77.00000 3388.00| 224.40000 9873.60 GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-94749 2993.000 m | 4.00000 11972.00| 4.90000 14665.70| 4.85000 14516.05 CURB, ASPHALT, REMOVE | | | 0010 203-02070 4500.000 m3 | 8.00000 36000.00| 5.07000 22815.00| 20.40000 91800.00 BORROW | | | 0011 203-02080 0.112 km | 100000.00000 11200.00| 43975.71000 4925.28| 31748.55000 3555.84 LINEAR GRADING | | | 0012 303-52309 5614.500 Mg | 13.50000 75795.75| 12.45000 69900.53| 15.85000 88989.83 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 305-05204 100.000 Mg | 100.00000 10000.00| 151.89000 15189.00| 95.00000 9500.00 HMA FOR PATCHING | | | 0015 401-05454 25280.100 Mg | 28.00000 707842.80| 29.50000 745762.95| 32.30000 816547.23 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 316 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,379,767.05 ROUTE : 50 CALL ORDER : 316 CONTRACT ID : RS-24247-A COUNTIES : DEARBORN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 |(3) 61-0476452 |O'MARA, DAVE CONTRACTOR, INC|VALLEY ASPHALT CORPORATION |HANSON AGGREGATES MIDWEST, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05456 14310.500 Mg | 35.65000 510169.33| 39.76000 568985.48| 41.85000 598894.43 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-05464 6217.000 Mg | 36.50000 226920.50| 33.92000 210880.64| 37.40000 232515.80 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0018 401-05467 30314.000 m | 0.50000 15157.00| 0.45000 13641.30| 0.60000 18188.40 MILLED HMA CORRUGATIONS | | | 0019 406-05520 105.000 Mg | 160.00000 16800.00| 380.14000 39914.70| 180.00000 18900.00 ASPHALT FOR TACK COAT | | | 0020 501-02400 LUMP| 5000.00000 5000.00| 2974.06000 2974.06| 4500.00000 4500.00 PROFILOGRAPH | | | 0021 601-01128 4.000 EACH| 1000.00000 4000.00| 900.00000 3600.00| 825.00000 3300.00 GUARDRAIL TRANSITION TYPE WGB | | | 0022 601-02103 1386.000 m | 40.00000 55440.00| 38.40000 53222.40| 35.70000 49480.20 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0023 601-05999 19.000 EACH| 40.00000 760.00| 36.00000 684.00| 30.60000 581.40 CURVED TERMINAL END | | | 0024 601-94689 21.000 EACH| 3300.00000 69300.00| 3065.00000 64365.00| 3000.00000 63000.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 4849.000 m | 30.00000 145470.00| 28.55000 138438.95| 30.40000 147409.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 605-02493 88.400 m2 | 100.00000 8840.00| 43.50000 3845.40| 127.50000 11271.00 CURB ISLAND, CONCRETE | | | 0027 605-06121 288.000 m | 50.00000 14400.00| 30.00000 8640.00| 71.40000 20563.20 CURB, CONCRETE, B ,MOUNTABLE | | | 0028 605-06215 2040.000 m | 80.00000 163200.00| 58.00000 118320.00| 102.00000 208080.00 CENTER CURB, D, CONCRETE | | | 0029 605-06255 651.000 m2 | 100.00000 65100.00| 59.00000 38409.00| 127.50000 83002.50 CENTER CURB, D, CONCRETE | | | 0030 610-05527 833.000 Mg | 50.00000 41650.00| 49.43000 41175.19| 44.75000 37276.75 HMA FOR APPROACHES | | | 0031 616-02320 350.000 m2 | 4.00000 1400.00| 2.69000 941.50| 4.10000 1435.00 GEOTEXTILES | | | 0032 616-06405 500.000 Mg | 22.00000 11000.00| 20.55000 10275.00| 25.50000 12750.00 RIPRAP, REVETMENT | | | 0033 715-06179 17.000 m | 100.00000 1700.00| 122.09000 2075.53| 138.00000 2346.00 PIPE EXTENSION, ZC CSP, 2.77 mm, 375 mm | | | 0034 720-44000 20.000 EACH| 500.00000 10000.00| 334.10000 6682.00| 330.00000 6600.00 CASTING, ADJUST TO GRADE ,INLET | | | 0035 720-44000 4.000 EACH| 800.00000 3200.00| 243.15000 972.60| 365.00000 1460.00 CASTING, ADJUST TO GRADE ,MANHOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 316 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,379,767.05 ROUTE : 50 CALL ORDER : 316 CONTRACT ID : RS-24247-A COUNTIES : DEARBORN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 |(3) 61-0476452 |O'MARA, DAVE CONTRACTOR, INC|VALLEY ASPHALT CORPORATION |HANSON AGGREGATES MIDWEST, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 720-44296 28.000 EACH| 500.00000 14000.00| 422.76000 11837.28| 385.00000 10780.00 CAP INLET | | | 0037 730-02628 2.000 EACH| 500.00000 1000.00| 356.16000 712.32| 280.50000 561.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0038 801-01093 24.000 EACH| 1400.00000 33600.00| 1400.00000 33600.00| 1430.00000 34320.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-06049 9200.000 m | 1.00000 9200.00| 0.83000 7636.00| 0.90000 8280.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0040 801-06640 50.000 EACH| 225.00000 11250.00| 170.00000 8500.00| 168.50000 8425.00 CONSTRUCTION SIGN, A | | | 0041 801-06643 4600.000 m | 3.00000 13800.00| 2.33000 10718.00| 3.55000 16330.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0042 801-06710 200.000 DAY | 30.00000 6000.00| 26.77000 5354.00| 20.40000 4080.00 FLASHING ARROW SIGN | | | 0043 801-06775 LUMP| 75000.00000 75000.00| 91307.65000 91307.65| 91265.00000 91265.00 MAINTAINING TRAFFIC | | | 0044 802-94715 LUMP| 22000.00000 22000.00| 2500.00000 2500.00| 510.00000 510.00 SIGNS, SHEET, REMOVE AND RESET | | | 0045 805-02327 14.000 EACH| 300.00000 4200.00| 128.00000 1792.00| 130.55000 1827.70 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0046 805-78470 600.000 m | 2.00000 1200.00| 4.15000 2490.00| 4.25000 2550.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0047 805-78510 60.000 m | 6.00000 360.00| 8.20000 492.00| 8.35000 501.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0048 805-78795 150.000 m | 50.00000 7500.00| 28.00000 4200.00| 28.55000 4282.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0049 808-06701 8000.000 m | 0.85000 6800.00| 0.95000 7600.00| 0.97000 7760.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0050 808-06703 31000.000 m | 0.85000 26350.00| 0.74000 22940.00| 0.75000 23250.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0051 808-75245 31000.000 m | 0.85000 26350.00| 0.74000 22940.00| 0.75000 23250.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75297 72.000 m | 15.00000 1080.00| 11.70000 842.40| 11.95000 860.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0053 808-75300 183.000 m | 4.00000 732.00| 7.20000 1317.60| 7.35000 1345.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 316 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,379,767.05 ROUTE : 50 CALL ORDER : 316 CONTRACT ID : RS-24247-A COUNTIES : DEARBORN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 |(3) 61-0476452 |O'MARA, DAVE CONTRACTOR, INC|VALLEY ASPHALT CORPORATION |HANSON AGGREGATES MIDWEST, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75320 22.000 EACH| 55.00000 1210.00| 65.00000 1430.00| 66.30000 1458.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0055 808-75325 15.000 EACH| 75.00000 1125.00| 85.00000 1275.00| 86.70000 1300.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0056 808-75996 970.000 EACH| 3.00000 2910.00| 3.19000 3094.30| 3.60000 3492.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 970.000 EACH| 30.00000 29100.00| 24.59000 23852.30| 25.00000 24250.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0058 305-05731 39349.500 Mg | 31.00000 1219834.50| 32.13000 1264299.44| 33.15000 1304435.93 WIDENING WITH QC/QA HMA | | | 0059 801-01046 4000.000 m | 4.00000 16000.00| 0.39000 1560.00| 0.78000 3120.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, WHITE, 125 mm | | | SECTION TOTALS | $ 3,990,711.91| $ 4,073,467.58| $ 4,347,599.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,990,711.91| $ 4,073,467.58| $ 4,347,599.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 316 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,379,767.05 ROUTE : 50 CALL ORDER : 316 CONTRACT ID : RS-24247-A COUNTIES : DEARBORN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE (NON-3R/4R STANDARDS) | | | 0001 105-06790 16.000 MOS | 1500.00000 24000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 208000.00000 208000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 6235.000 m | 5.50000 34292.50| | GUARDRAIL, REMOVE | | | 0004 202-02273 651.000 m2 | 16.50000 10741.50| | CENTER CURB, CONCRETE, REMOVE | | | 0005 202-02278 376.400 m | 23.00000 8657.20| | CURB, CONCRETE, REMOVE | | | 0006 202-60815 2040.000 m | 21.00000 42840.00| | CENTER CURB, REMOVE | | | 0007 202-60820 210446.100 m2 | 0.80000 168356.88| | SURFACE MILLING, ASPHALT | | | 0008 202-93741 44.000 EACH| 230.00000 10120.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-94749 2993.000 m | 2.35000 7033.55| | CURB, ASPHALT, REMOVE | | | 0010 203-02070 4500.000 m3 | 8.30000 37350.00| | BORROW | | | 0011 203-02080 0.112 km | 150000.00000 16800.00| | LINEAR GRADING | | | 0012 303-52309 5614.500 Mg | 14.00000 78603.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 305-05204 100.000 Mg | 108.00000 10800.00| | HMA FOR PATCHING | | | 0015 401-05454 25280.100 Mg | 28.75000 726802.88| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0016 401-05456 14310.500 Mg | 43.15000 617498.08| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-05464 6217.000 Mg | 36.00000 223812.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0018 401-05467 30314.000 m | 0.65000 19704.10| | MILLED HMA CORRUGATIONS | | | 0019 406-05520 105.000 Mg | 165.00000 17325.00| | ASPHALT FOR TACK COAT | | | 0020 501-02400 LUMP| 12000.00000 12000.00| | PROFILOGRAPH | | | 0021 601-01128 4.000 EACH| 845.00000 3380.00| | GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 316 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,379,767.05 ROUTE : 50 CALL ORDER : 316 CONTRACT ID : RS-24247-A COUNTIES : DEARBORN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-02103 1386.000 m | 37.00000 51282.00| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0023 601-05999 19.000 EACH| 31.50000 598.50| | CURVED TERMINAL END | | | 0024 601-94689 21.000 EACH| 3700.00000 77700.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 4849.000 m | 31.25000 151531.25| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 605-02493 88.400 m2 | 94.00000 8309.60| | CURB ISLAND, CONCRETE | | | 0027 605-06121 288.000 m | 46.50000 13392.00| | CURB, CONCRETE, B ,MOUNTABLE | | | 0028 605-06215 2040.000 m | 82.00000 167280.00| | CENTER CURB, D, CONCRETE | | | 0029 605-06255 651.000 m2 | 55.00000 35805.00| | CENTER CURB, D, CONCRETE | | | 0030 610-05527 833.000 Mg | 80.50000 67056.50| | HMA FOR APPROACHES | | | 0031 616-02320 350.000 m2 | 3.15000 1102.50| | GEOTEXTILES | | | 0032 616-06405 500.000 Mg | 21.80000 10900.00| | RIPRAP, REVETMENT | | | 0033 715-06179 17.000 m | 135.00000 2295.00| | PIPE EXTENSION, ZC CSP, 2.77 mm, 375 mm | | | 0034 720-44000 20.000 EACH| 425.00000 8500.00| | CASTING, ADJUST TO GRADE ,INLET | | | 0035 720-44000 4.000 EACH| 475.00000 1900.00| | CASTING, ADJUST TO GRADE ,MANHOLE | | | 0036 720-44296 28.000 EACH| 285.00000 7980.00| | CAP INLET | | | 0037 730-02628 2.000 EACH| 450.00000 900.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0038 801-01093 24.000 EACH| 1360.00000 32640.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0039 801-06049 9200.000 m | 0.85000 7820.00| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0040 801-06640 50.000 EACH| 210.00000 10500.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 316 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,379,767.05 ROUTE : 50 CALL ORDER : 316 CONTRACT ID : RS-24247-A COUNTIES : DEARBORN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06643 4600.000 m | 4.50000 20700.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0042 801-06710 200.000 DAY | 18.25000 3650.00| | FLASHING ARROW SIGN | | | 0043 801-06775 LUMP| 90000.00000 90000.00| | MAINTAINING TRAFFIC | | | 0044 802-94715 LUMP| 25000.00000 25000.00| | SIGNS, SHEET, REMOVE AND RESET | | | 0045 805-02327 14.000 EACH| 235.00000 3290.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0046 805-78470 600.000 m | 1.75000 1050.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0047 805-78510 60.000 m | 3.10000 186.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0048 805-78795 150.000 m | 26.00000 3900.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0049 808-06701 8000.000 m | 0.80000 6400.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0050 808-06703 31000.000 m | 0.80000 24800.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0051 808-75245 31000.000 m | 0.80000 24800.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0052 808-75297 72.000 m | 13.50000 972.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0053 808-75300 183.000 m | 3.50000 640.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0054 808-75320 22.000 EACH| 53.00000 1166.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0055 808-75325 15.000 EACH| 74.00000 1110.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0056 808-75996 970.000 EACH| 2.80000 2716.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 970.000 EACH| 27.00000 26190.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 316 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,379,767.05 ROUTE : 50 CALL ORDER : 316 CONTRACT ID : RS-24247-A COUNTIES : DEARBORN LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 305-05731 39349.500 Mg | 34.50000 1357557.75| | WIDENING WITH QC/QA HMA | | | 0059 801-01046 4000.000 m | 3.30000 13200.00| | TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, WHITE, 125 mm | | | SECTION TOTALS | $ 4,542,937.29| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,542,937.29| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 318 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,059,418.29 ROUTE : 111, 311 CALL ORDER : 318 CONTRACT ID : RS-24249-A COUNTIES : FLOYD LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 854,000.00 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT, INC. $ 938,675.62 109.9151% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTRUCTI|CORYDON STONE & ASPHALT, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT | | | 0001 105-06790 4.000 MOS | 1050.00000 4200.00| 1000.00000 4000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 42700.00000 42700.00| 47000.00000 47000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 70762.650 m2 | 0.78000 55194.87| 1.00000 70762.65| SURFACE MILLING, ASPHALT | | | 0004 303-52309 414.000 Mg | 15.00000 6210.00| 30.00000 12420.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 2182.000 Mg | 80.00000 174560.00| 59.50000 129829.00| HMA FOR PATCHING | | | 0006 401-05454 6762.230 Mg | 29.00000 196104.67| 29.50000 199485.79| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 4226.500 Mg | 35.00000 147927.50| 39.50000 166946.75| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 922.410 Mg | 29.00000 26749.89| 39.50000 36435.20| HMA WEDGE AND LEVEL | | | 0009 406-05520 36.240 Mg | 100.00000 3624.00| 150.00000 5436.00| ASPHALT FOR TACK COAT | | | 0010 501-02400 LUMP| 1300.00000 1300.00| 10000.00000 10000.00| PROFILOGRAPH | | | 0011 610-05527 1063.000 Mg | 37.00000 39331.00| 49.50000 52618.50| HMA FOR APPROACHES | | | 0012 615-06525 1.000 EACH| 250.00000 250.00| 250.00000 250.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0013 720-44000 74.000 EACH| 200.00000 14800.00| 200.00000 14800.00| CASTING, ADJUST TO GRADE | | | 0014 801-06049 518.000 m | 0.85000 440.30| 0.90000 466.20| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 318 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,059,418.29 ROUTE : 111, 311 CALL ORDER : 318 CONTRACT ID : RS-24249-A COUNTIES : FLOYD LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTRUCTI|CORYDON STONE & ASPHALT, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 72.000 EACH| 50.00000 3600.00| 55.00000 3960.00| CONSTRUCTION SIGN, A | | | 0016 801-06643 817.000 m | 2.75000 2246.75| 2.70000 2205.90| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0017 801-06644 11552.000 m | 2.75000 31768.00| 2.70000 31190.40| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0018 801-06647 10356.000 m | 0.85000 8802.60| 0.90000 9320.40| TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0019 801-06775 LUMP| 26623.11000 26623.11| 70000.00000 70000.00| MAINTAINING TRAFFIC | | | 0020 805-02327 27.000 EACH| 223.00000 6021.00| 235.00000 6345.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0021 805-02503 3949.000 m | 1.60000 6318.40| 1.70000 6713.30| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78510 394.600 m | 2.62000 1033.85| 2.75000 1085.15| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0023 805-78795 1121.000 m | 23.94000 26836.74| 25.20000 28249.20| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 808-04298 3.000 EACH| 375.00000 1125.00| 395.00000 1185.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0025 808-06702 12.000 m | 1.00000 12.00| 2.00000 24.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0026 808-06703 8413.000 m | 0.78000 6562.14| 0.82000 6898.66| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0027 808-06705 110.000 m | 4.00000 440.00| 4.50000 495.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0028 808-75065 3.000 EACH| 110.00000 330.00| 115.00000 345.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, SCHOOL | | | 0029 808-75240 1064.000 m | 0.78000 829.92| 0.82000 872.48| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0030 808-75245 8267.000 m | 0.78000 6448.26| 0.82000 6778.94| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 318 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,059,418.29 ROUTE : 111, 311 CALL ORDER : 318 CONTRACT ID : RS-24249-A COUNTIES : FLOYD LETTING DATE : 05/18/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 | |GOHMANN ASPHALT & CONSTRUCTI|CORYDON STONE & ASPHALT, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75272 26.000 m | 12.00000 312.00| 13.00000 338.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 24" CROSSHATCH | | | 0032 808-75290 36.000 m | 12.00000 432.00| 13.00000 468.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0033 808-75290 24.000 m | 12.00000 288.00| 13.00000 312.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 24" CROSSHATCH | | | 0034 808-75297 403.000 m | 12.00000 4836.00| 13.00000 5239.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0035 808-75300 234.000 m | 3.00000 702.00| 3.15000 737.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0036 808-75320 63.000 EACH| 50.00000 3150.00| 55.00000 3465.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 27.000 EACH| 70.00000 1890.00| 74.00000 1998.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 854,000.00| $ 938,675.62| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 854,000.00| $ 938,675.62| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 325 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,427.94 ROUTE : 35 CALL ORDER : 325 CONTRACT ID : RS-24262-A COUNTIES : CASS HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 55 CALENDAR DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 848,146.93 100.0000% 2 35-0524595 MOHR CONSTRUCTION COMPANY, INC. $ 902,756.22 106.4386% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-0524595 | |JOHNSON, S.E. COMPANIES, INC|MOHR CONSTRUCTION COMPANY, I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION, ASPHALT | | | 0001 105-01925 9.000 MOS | 1500.00000 13500.00| 2000.00000 18000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5400.00000 5400.00| 4200.00000 4200.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42000.00000 42000.00| 12200.00000 12200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 31841.400 m2 | 1.50000 47762.10| 1.10000 35025.54| SURFACE MILLING, ASPHALT | | | 0005 305-05206 5850.700 Mg | 30.00000 175521.00| 36.30000 212380.41| WIDENING WITH HMA | | | 0006 310-04014 200.000 m2 | 160.00000 32000.00| 231.00000 46200.00| PATCHING, FULL DEPTH, REINFORCED | | | CONCRETE PAVEMENT | | | 0007 401-05455 6528.200 Mg | 31.00000 202374.20| 31.00000 202374.20| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0008 401-05457 3515.200 Mg | 35.00000 123032.00| 33.00000 116001.60| QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0009 401-05463 2197.400 Mg | 32.00000 70316.80| 31.00000 68119.40| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0010 401-05465 1183.200 Mg | 35.00000 41412.00| 33.00000 39045.60| QC/QA HMA SURFACE 12.5 mm, SHOULDER | | | 0011 405-05517 105.200 Mg | 100.00000 10520.00| 300.00000 31560.00| ASPHALT FOR PRIME COAT | | | 0012 406-05520 12.700 Mg | 100.00000 1270.00| 350.00000 4445.00| ASPHALT FOR TACK COAT | | | 0013 501-02400 LUMP| 5000.00000 5000.00| 2530.00000 2530.00| PROFILOGRAPH | | | 0014 610-05527 968.600 Mg | 35.00000 33901.00| 55.00000 53273.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 325 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,267,427.94 ROUTE : 35 CALL ORDER : 325 CONTRACT ID : RS-24262-A COUNTIES : CASS HOWARD LETTING DATE : 05/18/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-0524595 | |JOHNSON, S.E. COMPANIES, INC|MOHR CONSTRUCTION COMPANY, I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 616-06451 544.300 Mg | 31.00000 16873.30| 25.00000 13607.50| RIPRAP, UNIFORM | | | 0016 621-06559 2500.000 m2 | 0.80000 2000.00| 0.88000 2200.00| MULCHED SEEDING, R | | | 0017 720-44000 5.000 EACH| 300.00000 1500.00| 300.00000 1500.00| CASTING, ADJUST TO GRADE | | | 0018 801-06640 27.000 EACH| 69.00000 1863.00| 75.90000 2049.30| CONSTRUCTION SIGN, A | | | 0019 801-06643 643.000 m | 3.50000 2250.50| 3.00000 1929.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0020 801-06647 321.500 m | 0.75000 241.13| 1.60000 514.40| TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0021 801-06775 LUMP| 9500.00000 9500.00| 25500.00000 25500.00| MAINTAINING TRAFFIC | | | 0022 808-06711 135.000 m | 0.20000 27.00| 0.16000 21.60| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0023 808-06712 2448.000 m | 0.15000 367.20| 0.16000 391.68| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0024 808-06713 6880.000 m | 0.15000 1032.00| 0.16000 1100.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0025 808-06714 2373.000 m | 0.20000 474.60| 0.16000 379.68| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0026 808-06721 36.800 m | 2.00000 73.60| 2.20000 80.96| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 100 mm | | | 0027 808-06726 5.500 m | 8.00000 44.00| 8.80000 48.40| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0028 808-75996 241.000 EACH| 6.00000 1446.00| 4.10000 988.10| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-75998 241.000 EACH| 25.50000 6145.50| 28.05000 6760.05| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 621-01004 1.000 EACH| 300.00000 300.00| 330.00000 330.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 848,146.93| $ 902,756.22| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 848,146.93| $ 902,756.22| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 335 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,139,257.10 ROUTE : SR 114 CALL ORDER : 335 CONTRACT ID : RS-24344-A COUNTIES : NEWTON LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,590,784.34 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,669,371.50 104.9401% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,787,488.60 112.3652% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1600.00000 14400.00| 1500.00000 13500.00| 2000.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 83000.00000 83000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 27.000 EACH| 245.00000 6615.00| 125.00000 3375.00| 280.00000 7560.00 HEADWALL, REMOVE | | | 0005 202-60820 2421.000 m2 | 4.50000 10894.50| 2.25000 5447.25| 3.50000 8473.50 SURFACE MILLING, ASPHALT | | | 0006 203-02070 130.000 m3 | 18.00000 2340.00| 9.00000 1170.00| 18.00000 2340.00 BORROW | | | 0007 211-02060 170.000 m3 | 16.00000 2720.00| 14.00000 2380.00| 43.00000 7310.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-04095 4357.000 Mg | 13.50000 58819.50| 10.95000 47709.15| 17.00000 74069.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0009 305-05204 225.000 Mg | 70.00000 15750.00| 125.00000 28125.00| 90.00000 20250.00 HMA FOR PATCHING | | | 0010 305-05206 8654.000 Mg | 33.60000 290774.40| 29.70000 257023.80| 35.00000 302890.00 WIDENING WITH HMA | | | 0011 401-05453 3912.000 Mg | 28.75000 112470.00| 29.30000 114621.60| 31.00000 121272.00 QC/QA HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0012 401-05455 12116.000 Mg | 27.00000 327132.00| 28.10000 340459.60| 26.50000 321074.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 7572.000 Mg | 30.40000 230188.80| 33.90000 256690.80| 35.00000 265020.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05495 5573.000 Mg | 27.25000 151864.25| 28.10000 156601.30| 26.50000 147684.50 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 335 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,139,257.10 ROUTE : SR 114 CALL ORDER : 335 CONTRACT ID : RS-24344-A COUNTIES : NEWTON LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05520 83.500 Mg | 165.00000 13777.50| 200.00000 16700.00| 155.00000 12942.50 ASPHALT FOR TACK COAT | | | 0016 501-02400 LUMP| 3900.00000 3900.00| 1200.00000 1200.00| 5000.00000 5000.00 PROFILOGRAPH | | | 0017 601-01940 1.000 EACH| 1490.00000 1490.00| 1790.00000 1790.00| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED, 2590 mm RADIUS | | | 0018 601-02636 23.000 m | 41.50000 954.50| 55.00000 1265.00| 42.00000 966.00 GUARDRAIL, W BEAM, NESTED | | | 0019 601-06037 3.000 EACH| 575.00000 1725.00| 1600.00000 4800.00| 590.00000 1770.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 98.000 m | 31.00000 3038.00| 37.15000 3640.70| 32.00000 3136.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-05527 2595.000 Mg | 40.00000 103800.00| 45.00000 116775.00| 56.00000 145320.00 HMA FOR APPROACHES | | | 0022 615-06527 13.000 EACH| 260.00000 3380.00| 300.00000 3900.00| 295.00000 3835.00 MONUMENT, SECTION CORNER | | | 0023 616-02320 3026.000 m2 | 1.69000 5113.94| 0.75000 2269.50| 2.25000 6808.50 GEOTEXTILES | | | 0024 616-06405 2875.000 Mg | 15.25000 43843.75| 14.00000 40250.00| 33.50000 96312.50 RIPRAP, REVETMENT | | | 0025 621-06559 213.000 m2 | 1.70000 362.10| 1.65000 351.45| 1.75000 372.75 MULCHED SEEDING, R | | | 0026 715-04612 5.000 m | 325.00000 1625.00| 275.00000 1375.00| 195.00000 975.00 PIPE , TYPE 1, CIRCULAR, 500 mm | | | 0027 715-04612 2.000 m | 350.00000 700.00| 280.00000 560.00| 200.00000 400.00 PIPE , TYPE 1, CIRCULAR, 550 mm | | | 0028 715-04612 2.000 m | 1000.00000 2000.00| 550.00000 1100.00| 1400.00000 2800.00 PIPE , TYPE 1, ELLIPTICAL, 1600 mm SPAN | | | 0029 715-04612 2.000 m | 550.00000 1100.00| 280.00000 560.00| 200.00000 400.00 PIPE , TYPE 3, CIRCULAR, 550 mm | | | 0030 715-05019 12.300 m | 525.00000 6457.50| 420.00000 5166.00| 335.00000 4120.50 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0031 715-05121 14.400 m | 450.00000 6480.00| 382.00000 5500.80| 160.00000 2304.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0032 715-05123 17.000 m | 425.00000 7225.00| 350.00000 5950.00| 200.00000 3400.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0033 715-05126 35.000 m | 340.00000 11900.00| 235.00000 8225.00| 185.00000 6475.00 PIPE, TYPE 1, CIRCULAR, 825 mm | | | 0034 715-05841 1.000 EACH| 2500.00000 2500.00| 1100.00000 1100.00| 1800.00000 1800.00 CONCRETE ANCHOR, 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 335 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,139,257.10 ROUTE : SR 114 CALL ORDER : 335 CONTRACT ID : RS-24344-A COUNTIES : NEWTON LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-46010 4.000 EACH| 280.00000 1120.00| 210.00000 840.00| 325.00000 1300.00 PIPE END SECTION, 450 mm | | | 0036 715-46015 9.000 EACH| 330.00000 2970.00| 215.00000 1935.00| 375.00000 3375.00 PIPE END SECTION, 525 mm | | | 0037 715-46020 8.000 EACH| 370.00000 2960.00| 295.00000 2360.00| 475.00000 3800.00 PIPE END SECTION, 600 mm | | | 0038 715-46035 2.000 EACH| 650.00000 1300.00| 450.00000 900.00| 550.00000 1100.00 PIPE END SECTION, 825 mm | | | 0039 715-46040 2.000 EACH| 920.00000 1840.00| 515.00000 1030.00| 600.00000 1200.00 PIPE END SECTION, 900 mm | | | 0040 801-02581 2000.000 m | 2.25000 4500.00| 2.70000 5400.00| 3.25000 6500.00 TEMPORARY PAVEMENT MARKING, 1, BROKEN, | | | YELLOW, 100 mm | | | 0041 801-04308 8.000 EACH| 120.50000 964.00| 250.00000 2000.00| 250.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06049 3150.000 m | 0.65000 2047.50| 2.20000 6930.00| 1.75000 5512.50 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0043 801-06605 12.000 EACH| 70.00000 840.00| 89.00000 1068.00| 90.00000 1080.00 BARRICADE, IIIA | | | 0044 801-06606 8.000 EACH| 70.00000 560.00| 131.00000 1048.00| 135.00000 1080.00 BARRICADE, IIIB | | | 0045 801-06625 50.000 EACH| 38.50000 1925.00| 56.50000 2825.00| 58.00000 2900.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 50.000 EACH| 42.50000 2125.00| 128.00000 6400.00| 130.00000 6500.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 4.000 EACH| 31.50000 126.00| 21.00000 84.00| 20.00000 80.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 42000.00000 42000.00| 70200.00000 70200.00| 62650.00000 62650.00 MAINTAINING TRAFFIC | | | 0049 804-06770 24.000 EACH| 20.50000 492.00| 20.00000 480.00| 15.00000 360.00 DELINEATOR POST | | | 0050 808-06713 23250.000 m | 0.13000 3022.50| 0.12000 2790.00| 0.14000 3255.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-75240 4545.000 m | 0.77000 3499.65| 0.70000 3181.50| 0.75000 3408.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0052 808-75245 6485.000 m | 0.77000 4993.45| 0.70000 4539.50| 0.75000 4863.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0053 808-75996 581.000 EACH| 3.00000 1743.00| 3.85000 2236.85| 3.85000 2236.85 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 335 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,139,257.10 ROUTE : SR 114 CALL ORDER : 335 CONTRACT ID : RS-24344-A COUNTIES : NEWTON LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75998 581.000 EACH| 25.50000 14815.50| 25.70000 14931.70| 26.00000 15106.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0055 621-01004 1.000 EACH| 600.00000 600.00| 610.00000 610.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,590,784.34| $ 1,669,371.50| $ 1,787,488.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,590,784.34| $ 1,669,371.50| $ 1,787,488.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 336 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,840,760.69 ROUTE : 6 CALL ORDER : 336 CONTRACT ID : RS-24345-A COUNTIES : LAPORTE PORTER LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,342,180.00 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 1,515,169.39 112.8886% 3 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 1,591,431.64 118.5706% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0002 105-06845 LUMP| 15700.00000 15700.00| 3000.00000 3000.00| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 69500.00000 69500.00| 75000.00000 75000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 181.000 m | 1.00000 181.00| 0.01000 1.81| 0.01000 1.81 GUARDRAIL, REMOVE | | | 0005 202-60820 169900.000 m2 | 0.37000 62863.00| 0.70000 118930.00| 0.90000 152910.00 SURFACE MILLING, ASPHALT | | | 0006 202-93741 14.000 EACH| 1.00000 14.00| 1.00000 14.00| 1.00000 14.00 GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-91878 250.000 m | 7.50000 1875.00| 8.00000 2000.00| 15.00000 3750.00 LINEAR DITCH GRADING | | | 0008 211-02060 105.000 m3 | 12.40000 1302.00| 20.00000 2100.00| 16.75000 1758.75 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-52308 3.000 Mg | 43.50000 130.50| 19.00000 57.00| 75.00000 225.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 303-60012 13.000 Mg | 90.00000 1170.00| 20.00000 260.00| 200.00000 2600.00 AGGREGATE, 2 | | | 0011 305-05204 270.000 Mg | 40.40000 10908.00| 105.00000 28350.00| 90.00000 24300.00 HMA FOR PATCHING | | | 0012 305-05206 130.000 Mg | 36.85000 4790.50| 40.00000 5200.00| 54.75000 7117.50 WIDENING WITH HMA | | | 0013 401-05455 14920.000 Mg | 24.00000 358080.00| 27.00000 402840.00| 30.00000 447600.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0014 401-05456 12705.000 Mg | 30.00000 381150.00| 32.65000 414818.25| 32.50000 412912.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05490 950.000 Mg | 31.60000 30020.00| 34.00000 32300.00| 33.50000 31825.00 HMA SURFACE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 336 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,840,760.69 ROUTE : 6 CALL ORDER : 336 CONTRACT ID : RS-24345-A COUNTIES : LAPORTE PORTER LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 85.000 Mg | 225.00000 19125.00| 250.00000 21250.00| 385.00000 32725.00 ASPHALT FOR TACK COAT | | | 0017 501-02400 LUMP| 2700.00000 2700.00| 4000.00000 4000.00| 5000.00000 5000.00 PROFILOGRAPH | | | 0018 601-94689 16.000 EACH| 3065.00000 49040.00| 2975.00000 47600.00| 2975.00000 47600.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-97774 1.000 EACH| 2140.00000 2140.00| 2075.00000 2075.00| 2075.00000 2075.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0020 601-99105 665.000 m | 29.60000 19684.00| 28.70000 19085.50| 28.70000 19085.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-05527 2355.000 Mg | 40.00000 94200.00| 45.00000 105975.00| 33.75000 79481.25 HMA FOR APPROACHES | | | 0022 615-06527 8.000 EACH| 165.00000 1320.00| 125.00000 1000.00| 325.00000 2600.00 MONUMENT, SECTION CORNER | | | 0023 616-02320 72.000 m2 | 0.75000 54.00| 2.00000 144.00| 2.50000 180.00 GEOTEXTILES | | | 0024 715-05119 56.000 m | 90.00000 5040.00| 120.00000 6720.00| 175.00000 9800.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0025 715-05121 13.600 m | 170.00000 2312.00| 180.00000 2448.00| 210.00000 2856.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0026 715-05123 20.100 m | 140.00000 2814.00| 185.00000 3718.50| 180.00000 3618.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0027 715-46005 6.000 EACH| 300.00000 1800.00| 215.00000 1290.00| 235.00000 1410.00 PIPE END SECTION, 375 mm | | | 0028 715-46010 2.000 EACH| 315.00000 630.00| 260.00000 520.00| 250.00000 500.00 PIPE END SECTION, 450 mm | | | 0029 715-46020 2.000 EACH| 550.00000 1100.00| 280.00000 560.00| 300.00000 600.00 PIPE END SECTION, 600 mm | | | 0030 720-44000 2.000 EACH| 260.00000 520.00| 250.00000 500.00| 375.00000 750.00 CASTING, ADJUST TO GRADE | | | 0031 801-04308 4.000 EACH| 108.00000 432.00| 105.00000 420.00| 105.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0032 801-06049 6200.000 m | 1.00000 6200.00| 0.97000 6014.00| 1.06000 6572.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0033 801-06605 8.000 EACH| 81.85000 654.80| 60.00000 480.00| 60.00000 480.00 BARRICADE, IIIA | | | 0034 801-06606 4.000 EACH| 77.30000 309.20| 75.00000 300.00| 75.00000 300.00 BARRICADE, IIIB | | | 0035 801-06625 20.000 EACH| 41.25000 825.00| 40.00000 800.00| 40.00000 800.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 336 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,840,760.69 ROUTE : 6 CALL ORDER : 336 CONTRACT ID : RS-24345-A COUNTIES : LAPORTE PORTER LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06640 50.000 EACH| 51.00000 2550.00| 49.50000 2475.00| 49.50000 2475.00 CONSTRUCTION SIGN, A | | | 0037 801-06643 3100.000 m | 3.70000 11470.00| 2.50000 7750.00| 2.60000 8060.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0038 801-06775 LUMP| 27500.00000 27500.00| 50000.00000 50000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0039 804-06770 10.000 EACH| 20.60000 206.00| 22.00000 220.00| 18.00000 180.00 DELINEATOR POST | | | 0040 805-02328 215.000 m | 2.15000 462.25| 2.00000 430.00| 2.10000 451.50 SIGNAL CABLE, 1C 14GA. | | | 0041 805-78795 75.000 m | 34.00000 2550.00| 43.50000 3262.50| 33.00000 2475.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0042 805-92951 4.000 EACH| 255.00000 1020.00| 165.00000 660.00| 250.00000 1000.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0043 808-06701 901.000 m | 0.85000 765.85| 0.85000 765.85| 0.85000 765.85 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0044 808-06703 2230.000 m | 0.85000 1895.50| 0.85000 1895.50| 0.85000 1895.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0045 808-06713 31517.000 m | 0.15000 4727.55| 0.14000 4412.38| 0.14000 4412.38 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-75215 320.000 m | 5.20000 1664.00| 5.00000 1600.00| 5.00000 1600.00 LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0047 808-75240 1700.000 m | 0.85000 1445.00| 0.85000 1445.00| 0.85000 1445.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0048 808-75245 22567.000 m | 0.85000 19181.95| 0.85000 19181.95| 0.85000 19181.95 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0049 808-75297 40.000 m | 10.20000 408.00| 9.90000 396.00| 9.90000 396.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0050 808-75996 1025.000 EACH| 27.00000 27675.00| 3.00000 3075.00| 4.00000 4100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 1025.000 EACH| 2.60000 2665.00| 26.25000 26906.25| 26.25000 26906.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 105-01925 9.000 MOS | 1900.00000 17100.00| 1500.00000 13500.00| 1300.00000 11700.00 FIELD OFFICE, 51.1 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 336 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,840,760.69 ROUTE : 6 CALL ORDER : 336 CONTRACT ID : RS-24345-A COUNTIES : LAPORTE PORTER LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 805-01836 20.000 m | 3.35000 67.00| 5.00000 100.00| 3.25000 65.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0054 202-96151 LUMP| 103.00000 103.00| 1000.00000 1000.00| 100.00000 100.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0055 202-01447 10.000 EACH| 1.05000 10.50| 1.00000 10.00| 1.00000 10.00 GUARDRAIL END TREATMENT DOUBLE FACED, | | | REMOVE | | | 0056 202-01448 690.000 m | 0.01000 6.90| 0.01000 6.90| 0.01000 6.90 GUARD RAIL, MEDIAN, DOUBLE FACED, REMOVE| | | 0057 601-94690 10.000 EACH| 3070.00000 30700.00| 2975.00000 29750.00| 2975.00000 29750.00 GUARDRAIL END TREATMENT, MS | | | 0058 601-97803 1.000 EACH| 2140.00000 2140.00| 2075.00000 2075.00| 2075.00000 2075.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0059 601-99108 690.000 m | 45.25000 31222.50| 43.90000 30291.00| 43.90000 30291.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0060 601-99123 2.000 EACH| 1830.00000 3660.00| 1775.00000 3550.00| 1775.00000 3550.00 GUARDRAIL TRANSITION, GP | | | 0061 616-06395 32.000 m2 | 75.00000 2400.00| 20.00000 640.00| 21.00000 672.00 RIPRAP | | | SECTION TOTALS | $ 1,342,180.00| $ 1,515,169.39| $ 1,591,431.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,342,180.00| $ 1,515,169.39| $ 1,591,431.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 338 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,621,360.98 ROUTE : 20 CALL ORDER : 338 CONTRACT ID : RS-24348-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1538(021) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,146,114.25 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 2,210,139.30 102.9833% 3 38-1599369 KLETT CONSTRUCTION COMPANY, INC. $ 2,579,968.50 120.2158% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |KLETT CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 9.000 MOS | 1200.00000 10800.00| 1600.00000 14400.00| 1200.00000 10800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 100000.00000 100000.00| 109000.00000 109000.00| 115000.00000 115000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 10550.000 m2 | 2.00000 21100.00| 7.00000 73850.00| 6.20000 65410.00 PAVEMENT, REMOVE | | | 0005 202-02241 63.000 m | 20.00000 1260.00| 21.00000 1323.00| 21.00000 1323.00 GUARDRAIL, REMOVE | | | 0006 202-60820 177900.000 m2 | 0.28000 49812.00| 0.30000 53370.00| 0.35000 62265.00 SURFACE MILLING, ASPHALT | | | 0007 202-93741 8.000 EACH| 100.00000 800.00| 90.00000 720.00| 90.00000 720.00 GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02070 285.000 m3 | 10.00000 2850.00| 10.00000 2850.00| 20.00000 5700.00 BORROW | | | 0009 303-52308 4720.000 Mg | 5.00000 23600.00| 16.00000 75520.00| 16.55000 78116.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 303-60905 410.000 Mg | 12.00000 4920.00| 21.00000 8610.00| 18.00000 7380.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 No.| | | 73 | | | 0011 305-05204 200.000 Mg | 50.00000 10000.00| 60.00000 12000.00| 75.00000 15000.00 HMA FOR PATCHING | | | 0012 305-05206 4825.000 Mg | 32.00000 154400.00| 31.50000 151987.50| 31.30000 151022.50 WIDENING WITH HMA | | | 0013 310-04013 1100.000 m2 | 115.00000 126500.00| 115.00000 126500.00| 116.00000 127600.00 PATCHING, FULL DEPTH, PLAIN CONCRETE | | | PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 338 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,621,360.98 ROUTE : 20 CALL ORDER : 338 CONTRACT ID : RS-24348-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |KLETT CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-05454 10760.000 Mg | 27.00000 290520.00| 27.50000 295900.00| 35.25000 379290.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0015 401-05456 12800.000 Mg | 32.00000 409600.00| 31.50000 403200.00| 40.00000 512000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 401-05462 7275.000 Mg | 27.00000 196425.00| 27.50000 200062.50| 32.45000 236073.75 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0017 401-05464 5240.000 Mg | 32.00000 167680.00| 32.00000 167680.00| 33.40000 175016.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0018 402-05481 1510.000 Mg | 27.00000 40770.00| 25.00000 37750.00| 31.30000 47263.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 406-05520 105.000 Mg | 10.00000 1050.00| 250.00000 26250.00| 250.00000 26250.00 ASPHALT FOR TACK COAT | | | 0020 501-02400 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 5000.00000 5000.00 PROFILOGRAPH | | | 0021 501-05179 2015.000 m2 | 65.00000 130975.00| 60.00000 120900.00| 63.40000 127751.00 CEMENT CONCRETE PAVEMENT, PLAIN, 325 mm | | | 0022 501-05240 1125.000 m | 29.00000 32625.00| 24.00000 27000.00| 25.60000 28800.00 CONTRACTION JOINT, D1 | | | 0023 601-01522 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00| 1200.00000 1200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-94689 6.000 EACH| 3100.00000 18600.00| 3250.00000 19500.00| 3250.00000 19500.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 3.000 EACH| 2000.00000 6000.00| 2120.00000 6360.00| 2120.00000 6360.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 118.000 m | 33.00000 3894.00| 32.00000 3776.00| 32.00000 3776.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 605-05523 1070.000 m | 11.00000 11770.00| 11.73000 12551.10| 15.00000 16050.00 CURB, HMA | | | 0028 605-94811 5.000 EACH| 300.00000 1500.00| 368.80000 1844.00| 300.00000 1500.00 CURB TURNOUT | | | 0029 616-06401 40.000 Mg | 50.00000 2000.00| 36.00000 1440.00| 40.00000 1600.00 RIPRAP, DUMPED | | | 0030 616-96249 55.000 m2 | 10.00000 550.00| 5.12000 281.60| 5.00000 275.00 GEOTEXTILE DITCH LINER | | | 0031 715-05048 1675.000 m | 9.00000 15075.00| 8.00000 13400.00| 9.05000 15158.75 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0032 718-52610 3540.000 m3 | 12.00000 42480.00| 3.25000 11505.00| 25.60000 90624.00 AGGREGATE FOR UNDERDRAINS | | | 0033 718-99153 3520.000 m2 | 1.50000 5280.00| 1.00000 3520.00| 1.75000 6160.00 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 338 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,621,360.98 ROUTE : 20 CALL ORDER : 338 CONTRACT ID : RS-24348-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |KLETT CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 720-44000 58.000 EACH| 200.00000 11600.00| 250.00000 14500.00| 250.00000 14500.00 CASTING, ADJUST TO GRADE | | | 0035 801-04308 12.000 EACH| 180.00000 2160.00| 225.00000 2700.00| 225.00000 2700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06622 6.000 EACH| 110.00000 660.00| 140.00000 840.00| 140.00000 840.00 STANDARD BARRICADE, III | | | 0037 801-06640 98.000 EACH| 69.00000 6762.00| 89.00000 8722.00| 90.00000 8820.00 CONSTRUCTION SIGN, A | | | 0038 801-06644 2015.000 m | 4.00000 8060.00| 2.61000 5259.15| 3.10000 6246.50 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0039 801-06647 2015.000 m | 2.00000 4030.00| 0.98000 1974.70| 1.80000 3627.00 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0040 801-06715 2015.000 m | 0.55000 1108.25| 0.90000 1813.50| 0.90000 1813.50 TEMPORARY PAVEMENT MARKING, PAINT | | | 0041 801-06775 LUMP| 31000.00000 31000.00| 45000.00000 45000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0042 801-09133 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| 8500.00000 8500.00 CHANGEABLE MESSAGE SIGN | | | 0043 808-06701 3075.000 m | 0.25000 768.75| 0.79000 2429.25| 0.80000 2460.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0044 808-06703 20125.000 m | 0.25000 5031.25| 0.79000 15898.75| 0.80000 16100.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0045 808-06705 5750.000 m | 1.25000 7187.50| 3.00000 17250.00| 3.00000 17250.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0046 808-06706 330.000 m | 1.25000 412.50| 8.50000 2805.00| 8.50000 2805.00 LINE, THERMOPLASTIC, SOLID, WHITE, 600 | | | mm | | | 0047 808-75051 835.000 m | 5.00000 4175.00| 4.00000 3340.00| 4.00000 3340.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0048 808-75054 835.000 m | 5.00000 4175.00| 4.00000 3340.00| 4.00000 3340.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0049 808-75059 210.000 m | 5.00000 1050.00| 4.00000 840.00| 4.00000 840.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0050 808-75245 20125.000 m | 5.00000 100625.00| 0.79000 15898.75| 0.80000 16100.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 338 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,621,360.98 ROUTE : 20 CALL ORDER : 338 CONTRACT ID : RS-24348-A COUNTIES : ST. JOSEPH LETTING DATE : 05/18/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 38-1599369 |RIETH RILEY CONSTRUCTION COM|WALSH & KELLY |KLETT CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-75996 1650.000 EACH| 3.62000 5973.00| 3.50000 5775.00| 3.00000 4950.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 1650.000 EACH| 25.00000 41250.00| 24.85000 41002.50| 24.85000 41002.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 722-51401 25.000 m2 | 320.00000 8000.00| 400.00000 10000.00| 390.00000 9750.00 BRIDGE DECK PATCHING, FULL DEPTH | | | SECTION TOTALS | $ 2,146,114.25| $ 2,210,139.30| $ 2,579,968.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,146,114.25| $ 2,210,139.30| $ 2,579,968.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,066,693.56 ROUTE : SR 47 CALL ORDER : 410 CONTRACT ID : RS-24502-A COUNTIES : MONTGOMERY LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE 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 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,061,571.06 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,092,299.00 101.4905% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM| 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 | 1695.00000 10170.00| 2150.00000 12900.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 19995.00000 19995.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 103030.50000 103030.50| 82069.47000 82069.47| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20606.00000 20606.00| 3600.00000 3600.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 824.000 m | 3.75000 3090.00| 3.80000 3131.20| GUARDRAIL, REMOVE | | | 0006 202-02272 5.100 m | 65.00000 331.50| 91.00000 464.10| PAVED SIDE DITCH, REMOVE | | | 0007 202-02286 5.000 EACH| 1405.00000 7025.00| 2500.00000 12500.00| PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 126682.000 m2 | 0.63000 79809.66| 0.44000 55740.08| SURFACE MILLING, ASPHALT | | | 0009 202-60822 400.000 m2 | 7.80000 3120.00| 1.00000 400.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-99187 116.000 m | 6.20000 719.20| 6.00000 696.00| FENCE, FARM FIELD, REMOVE | | | 0011 203-02000 495.430 m3 | 10.00000 4954.30| 28.00000 13872.04| EXCAVATION, COMMON | | | 0012 203-02070 95.000 m3 | 10.00000 950.00| 39.00000 3705.00| BORROW | | | 0013 211-02060 264.100 m3 | 40.00000 10564.00| 35.00000 9243.50| B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 13135.000 Mg | 13.00000 170755.00| 17.00000 223295.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,066,693.56 ROUTE : SR 47 CALL ORDER : 410 CONTRACT ID : RS-24502-A COUNTIES : MONTGOMERY LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-52309 3936.000 Mg | 15.85000 62385.60| 15.60000 61401.60| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0016 305-05204 556.000 Mg | 115.00000 63940.00| 92.00000 51152.00| HMA FOR PATCHING | | | 0017 305-05206 5127.850 Mg | 48.35000 247931.55| 57.50000 294851.38| WIDENING WITH HMA | | | 0018 401-05454 16591.000 Mg | 29.50000 489434.50| 31.00000 514321.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0019 401-05456 12859.440 Mg | 32.65000 419860.72| 34.00000 437220.96| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05495 292.000 Mg | 35.75000 10439.00| 35.00000 10220.00| HMA WEDGE AND LEVEL | | | 0021 405-05517 43.000 Mg | 320.00000 13760.00| 270.00000 11610.00| ASPHALT FOR PRIME COAT | | | 0022 406-05520 79.000 Mg | 240.00000 18960.00| 150.00000 11850.00| ASPHALT FOR TACK COAT | | | 0023 601-02636 22.860 m | 56.00000 1280.16| 54.00000 1234.44| GUARDRAIL, W BEAM, NESTED | | | 0024 601-06037 14.000 EACH| 1040.00000 14560.00| 600.00000 8400.00| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 783.200 m | 35.00000 27412.00| 33.00000 25845.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 147.800 m | 17.00000 2512.60| 16.00000 2364.80| FENCE, FARM FIELD, 1190 mm | | | 0027 608-04396 5.000 EACH| 390.00000 1950.00| 450.00000 2250.00| SHOULDER DRAIN | | | 0028 610-05527 831.000 Mg | 63.25000 52560.75| 58.00000 48198.00| HMA FOR APPROACHES | | | 0029 616-02320 557.900 m2 | 2.50000 1394.75| 2.70000 1506.33| GEOTEXTILES | | | 0030 616-06405 350.300 Mg | 33.50000 11735.05| 26.00000 9107.80| RIPRAP, REVETMENT | | | 0031 616-95754 15.000 m | 41.75000 626.25| 128.00000 1920.00| PAVED SIDE DITCH, BREAK | | | 0032 621-01004 1.000 EACH| 695.00000 695.00| 650.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 480.000 m2 | 1.92000 921.60| 3.00000 1440.00| MULCHED SEEDING, R | | | 0034 621-06574 398.000 m2 | 8.30000 3303.40| 6.00000 2388.00| SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,066,693.56 ROUTE : SR 47 CALL ORDER : 410 CONTRACT ID : RS-24502-A COUNTIES : MONTGOMERY LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 714-01366 21.400 m | 1615.00000 34561.00| 1470.00000 31458.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1200 mm | | | 0036 715-05119 15.200 m | 130.00000 1976.00| 155.00000 2356.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0037 715-05121 27.400 m | 130.00000 3562.00| 100.00000 2740.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0038 715-05128 23.200 m | 380.00000 8816.00| 217.00000 5034.40| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0039 715-05129 25.000 m | 385.00000 9625.00| 243.00000 6075.00| PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0040 715-44240 4.500 m3 | 830.00000 3735.00| 530.00000 2385.00| CONCRETE, A, STRUCTURES (4 Concrete. | | | Anchor) | | | 0041 715-46005 2.000 EACH| 230.00000 460.00| 250.00000 500.00| PIPE END SECTION, 375 mm | | | 0042 715-46010 2.000 EACH| 260.00000 520.00| 270.00000 540.00| PIPE END SECTION, 450 mm | | | 0043 801-03290 1.000 EACH| 145.00000 145.00| 140.00000 140.00| CONSTRUCTION SIGN, C | | | 0044 801-04308 4.000 EACH| 317.00000 1268.00| 300.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06605 4.000 EACH| 102.00000 408.00| 100.00000 400.00| BARRICADE, IIIA | | | 0046 801-06606 4.000 EACH| 150.00000 600.00| 145.00000 580.00| BARRICADE, IIIB | | | 0047 801-06625 12.000 EACH| 62.25000 747.00| 60.00000 720.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0048 801-06640 40.000 EACH| 134.00000 5360.00| 130.00000 5200.00| CONSTRUCTION SIGN, A | | | 0049 801-06645 6.000 EACH| 26.80000 160.80| 27.00000 162.00| CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 51000.00000 51000.00| 41000.00000 41000.00| MAINTAINING TRAFFIC | | | 0054 805-02327 1.000 EACH| 238.00000 238.00| 230.00000 230.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0055 805-02441 366.000 m | 1.75000 640.50| 1.70000 622.20| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0056 805-78510 140.000 m | 2.80000 392.00| 2.70000 378.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0057 805-78795 106.000 m | 26.50000 2809.00| 25.00000 2650.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/28/99 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,066,693.56 ROUTE : SR 47 CALL ORDER : 410 CONTRACT ID : RS-24502-A COUNTIES : MONTGOMERY LETTING DATE : 05/18/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 808-01226 1379.000 EACH| 7.90000 10894.10| 7.50000 10342.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0059 808-06703 300.000 m | 0.92000 276.00| 0.90000 270.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0060 808-06712 2907.000 m | 0.15000 436.05| 0.15000 436.05| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0061 808-06713 38185.000 m | 0.15000 5727.75| 0.15000 5727.75| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 17234.000 m | 0.15000 2585.10| 0.15000 2585.10| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 808-75240 285.000 m | 0.92000 262.20| 0.90000 256.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0064 808-75245 2066.000 m | 0.92000 1900.72| 0.90000 1859.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0065 808-75297 11.000 m | 13.90000 152.90| 14.00000 154.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0066 808-75320 7.000 EACH| 48.00000 336.00| 47.00000 329.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0067 808-75325 6.000 EACH| 69.85000 419.10| 68.00000 408.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0068 808-75994 1379.000 EACH| 7.05000 9721.95| 7.00000 9653.00| PRISMATIC REFLECTOR | | | 0069 808-75996 1369.000 EACH| 3.35000 4586.15| 3.40000 4654.60| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 801-01767 1865.000 m | 1.72000 3207.80| 1.70000 3170.50| TEMPORARY PAVEMENT MARKING, PAINT, | | | YELLOW, 100 mm | | | 0071 801-06643 2025.000 m | 4.15000 8403.75| 3.50000 7087.50| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0072 801-06049 2066.000 m | 2.35000 4855.10| 0.70000 1446.20| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | SECTION TOTALS | $ 2,061,571.06| $ 2,092,299.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,061,571.06| $ 2,092,299.00| ====================================================================================================================================