INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,628,520.00 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26772-B COUNTIES : DEARBORN LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/30/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN99008/IN99011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0934755 OLENTANGY RESTORATION $ 1,399,620.00 100.0000% 2 35-1843846 MAXWELL CONSTRUCTION COMPANY $ 1,548,800.40 110.6586% ==================================================================================================================================== |(1) 31-0934755 |(2) 35-1843846 | |OLENTANGY RESTORATION |MAXWELL CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-07039 10.000 MOS | 400.00000 4000.00| 1024.00000 10240.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 8000.00000 8000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 201-90788 LUMP| 20000.00000 20000.00| 4800.00000 4800.00| DEBRIS, REMOVE | | | 0004 202-99080 8.000 CYS | 500.00000 4000.00| 475.00000 3800.00| CONCRETE, REMOVE | | | 0005 203-02000 1700.000 CYS | 10.00000 17000.00| 3.25000 5525.00| EXCAVATION, COMMON | | | 0006 203-95673 390.000 CYS | 40.00000 15600.00| 22.86000 8915.40| BACKFILL, GRANULAR | | | 0007 210-05668 LUMP| 40000.00000 40000.00| 240000.00000 240000.00| DEMOLITION | | | 0008 210-05795 LUMP| 3000.00000 3000.00| 1375.00000 1375.00| TERMITE TREATMENT | | | 0009 210-06312 5258.000 SFT | 10.00000 52580.00| 1.50000 7887.00| REMOVE DECK-FLOOR | | | 0010 210-06312 1062.000 SFT | 10.00000 10620.00| 1.50000 1593.00| REMOVE DECK-ROOF | | | 0011 210-06369 168.000 LFT | 10.00000 1680.00| 12.00000 2016.00| SAW CUT | | | 0012 210-06781 LUMP| 5000.00000 5000.00| 152000.00000 152000.00| ENVIRONMENTAL ABATEMENT | | | 0013 210-07170 LUMP| 40000.00000 40000.00| 21000.00000 21000.00| SITE DRAINAGE SYSTEM | | | 0014 402-05498 10.000 TON | 180.00000 1800.00| 143.00000 1430.00| HMA FOR PARKING AREA , TYPE B | | | 0015 402-07438 56.000 TON | 75.00000 4200.00| 65.00000 3640.00| HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,628,520.00 ROUTE : CALL ORDER : 101 CONTRACT ID : R -26772-B COUNTIES : DEARBORN LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0934755 |(2) 35-1843846 | |OLENTANGY RESTORATION |MAXWELL CONSTRUCTION COMPANY| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-07441 168.000 TON | 65.00000 10920.00| 55.00000 9240.00| HMA BASE, TYPE B | | | 0017 604-02007 94.000 SYS | 70.00000 6580.00| 48.50000 4559.00| SIDEWALK, CONCRETE, RECONSTRUCT | | | 0018 604-91531 97.000 SYS | 100.00000 9700.00| 29.00000 2813.00| SIDEWALK, CONCRETE, 4 IN. | | | 0019 615-06496 16.000 EACH| 100.00000 1600.00| 89.50000 1432.00| PARKING BARRIER | | | 0020 621-06574 464.000 SYS | 10.00000 4640.00| 5.00000 2320.00| SODDING | | | 0021 702-76240 200.000 CYS | 500.00000 100000.00| 275.00000 55000.00| CONCRETE , SLABS, FOUNDATIONS, | | | RETAINING WALLS | | | 0022 711-03973 LUMP| 947700.00000 947700.00| 954590.00000 954590.00| BUILDING ARCHITECTURAL | | | 0023 719-03975 LUMP| 40000.00000 40000.00| 11100.00000 11100.00| BUILDING PLUMBING | | | 0024 801-06640 10.000 EACH| 100.00000 1000.00| 150.00000 1500.00| CONSTRUCTION SIGN, A | | | 0025 807-03694 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| BUILDING ELECTRICAL | | | 0026 807-03974 LUMP| 10000.00000 10000.00| 8500.00000 8500.00| BUILDING HEATING, VENTILATION, AIR | | | CONDITIONING | | | 0027 808-04767 300.000 LFT | 10.00000 3000.00| 1.75000 525.00| LINE , PAINT, WHITE, SOLID, 2 IN. | | | SECTION TOTALS | $ 1,399,620.00| $ 1,548,800.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,399,620.00| $ 1,548,800.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 105 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,523,775.58 ROUTE : CALL ORDER : 105 CONTRACT ID : R -26933-B COUNTIES : TIPTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : P138001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,540,173.14 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 1,544,410.91 100.2751% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1500.00000 27000.00| 1000.00000 18000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 88000.00000 88000.00| 75000.00000 75000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 31000.00000 31000.00| 35000.00000 35000.00| CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 3000.00000 3000.00| 500.00000 500.00| TESTING FOR ASBESTOS | | | 0006 202-78515 LUMP| 525.00000 525.00| 500.00000 500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0007 202-93615 100.000 m2 | 50.00000 5000.00| 15.00000 1500.00| CONCRETE, REMOVE | | | 0008 202-93999 2.000 EACH| 250.00000 500.00| 250.00000 500.00| SIGNAL POLE, REMOVE | | | 0009 203-02000 3619.000 m3 | 30.00000 108570.00| 37.50000 135712.50| EXCAVATION, COMMON | | | 0010 205-02236 2.000 EACH| 200.00000 400.00| 60.00000 120.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0011 205-06937 476.000 m | 4.56000 2170.56| 4.34000 2065.84| TEMPORARY SILT FENCE | | | 0012 207-07502 9000.500 m2 | 4.25000 38252.13| 2.50000 22501.25| SUBGRADE TREATMENT, TYPE D | | | 0013 211-07454 3890.000 m3 | 20.00000 77800.00| 33.00000 128370.00| STRUCTURE BACKFILL | | | 0014 301-07448 96.500 Mg | 25.00000 2412.50| 20.00000 1930.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 105 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,523,775.58 ROUTE : CALL ORDER : 105 CONTRACT ID : R -26933-B COUNTIES : TIPTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-07449 6.100 Mg | 60.00000 366.00| 20.00000 122.00| COMPACTED AGGREGATE, NO. 73 | | | 0016 306-08034 273.700 m2 | 7.50000 2052.75| 9.00000 2463.30| MILLING, ASPHALT, 38 mm | | | 0017 401-06264 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| PROFILOGRAPH, HMA | | | 0018 401-07321 592.100 Mg | 50.00000 29605.00| 50.00000 29605.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | QC/QA-HMA, 2, 64, SURFACE, 9.5mm | | | 0019 401-07371 986.900 Mg | 44.00000 43423.60| 44.00000 43423.60| QC/QA-HMA, 2. 64, INTERMEDIATE, 12.5 mm | | | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5mm | | | 0020 401-07407 2825.500 Mg | 40.00000 113020.00| 40.00000 113020.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | QC/QA-HMA, 2, 64, BASE, 25.0mm | | | 0021 401-07429 1507.100 Mg | 49.00000 73847.90| 49.00000 73847.90| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 | | | mm QC/QA-HMA, 5, 76, INTERMEDIATE, | | | C19.0mm | | | 0022 406-05520 8.200 Mg | 100.00000 820.00| 100.00000 820.00| ASPHALT FOR TACK COAT | | | 0023 604-06069 470.900 m2 | 58.00000 27312.20| 34.00000 16010.60| CURB RAMP, CONCRETE | | | 0024 604-44251 1.430 m3 | 1100.00000 1573.00| 1100.00000 1573.00| STEPS, CONCRETE | | | 0025 604-91531 1490.500 m2 | 42.00000 62601.00| 29.00000 43224.50| SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06140 1230.000 m | 52.00000 63960.00| 44.00000 54120.00| CURB AND GUTTER, CONCRETE | | | 0027 610-07486 749.700 Mg | 57.00000 42732.90| 56.00000 41983.20| HMA FOR APPROACHES, TYPE A | | | 0028 611-05330 747.500 m2 | 67.00000 50082.50| 42.00000 31395.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 614-06480 30.800 m | 250.00000 7700.00| 220.00000 6776.00| HEADER, CEMENT CONCRETE, C | | | 0030 615-06505 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| MONUMENT, B | | | 0031 621-06575 937.600 m2 | 5.10000 4781.76| 3.46000 3244.10| SODDING, NURSERY | | | 0032 702-51110 2190.000 kg | 0.10000 219.00| 10.00000 21900.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 105 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,523,775.58 ROUTE : CALL ORDER : 105 CONTRACT ID : R -26933-B COUNTIES : TIPTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-90915 11.100 m3 | 250.00000 2775.00| 150.00000 1665.00| CONCRETE, A | | | 0034 706-03872 6.800 m | 500.00000 3400.00| 450.00000 3060.00| RAILING, ALUMINUM | | | 0035 715-04663 22.100 m | 1400.00000 30940.00| 1700.00000 37570.00| PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 6OO mm | | | 0036 715-05048 1576.900 m | 11.40000 17976.66| 12.00000 18922.80| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0037 715-05151 389.100 m | 133.00000 51750.30| 100.00000 38910.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0038 715-05152 54.000 m | 115.00000 6210.00| 115.00000 6210.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0039 715-05154 304.700 m | 159.00000 48447.30| 125.00000 38087.50| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0040 715-05156 327.500 m | 184.00000 60260.00| 150.00000 49125.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0041 715-05408 64.600 m | 150.00000 9690.00| 140.00000 9044.00| PIPE, SANITARY SEWER, 200 mm , DUCTILE | | | IRON | | | 0042 715-05409 124.500 m | 121.00000 15064.50| 150.00000 18675.00| PIPE, SANITARY SEWER, 250 mm , DUCTILE | | | IRON | | | 0043 715-05411 29.100 m | 200.00000 5820.00| 130.00000 3783.00| PIPE, SANITARY SEWER, 300 mm , DUCTILE | | | IRON | | | 0044 715-05412 17.000 m | 200.00000 3400.00| 200.00000 3400.00| PIPE, SANITARY SEWER, 375 mm , DUCTILE | | | IRON | | | 0045 715-05415 20.000 m | 470.00000 9400.00| 250.00000 5000.00| PIPE, SANITARY SEWER, 600 mm , DUCTILE | | | IRON | | | 0046 715-05711 81.300 m | 95.00000 7723.50| 115.00000 9349.50| PIPE, SANITARY SEWER, 150 mm , DUCTILE | | | IRON | | | 0047 715-06379 5.000 EACH| 1000.00000 5000.00| 500.00000 2500.00| SEWER , SANITARY LATERAL, RECONNECT | | | 0048 718-52610 315.000 m3 | 39.00000 12285.00| 45.00000 14175.00| AGGREGATE FOR UNDERDRAINS | | | 0049 718-99153 4620.200 m2 | 1.84000 8501.17| 2.00000 9240.40| GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 105 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,523,775.58 ROUTE : CALL ORDER : 105 CONTRACT ID : R -26933-B COUNTIES : TIPTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 720-03988 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| MANHOLE, J4, DROP | | | 0051 720-44000 1.000 EACH| 520.00000 520.00| 750.00000 750.00| CASTING, ADJUST TO GRADE | | | 0052 720-45030 1.000 EACH| 1255.00000 1255.00| 1300.00000 1300.00| INLET, E7 | | | 0053 720-45035 1.000 EACH| 1000.00000 1000.00| 1300.00000 1300.00| INLET, F7 | | | 0054 720-45045 31.000 EACH| 900.00000 27900.00| 1400.00000 43400.00| INLET, J10 | | | 0055 720-45055 16.000 EACH| 750.00000 12000.00| 1600.00000 25600.00| INLET, M10 | | | 0056 720-45410 11.000 EACH| 1600.00000 17600.00| 1800.00000 19800.00| MANHOLE, C4 | | | 0057 720-45410 24.000 EACH| 1800.00000 43200.00| 1900.00000 45600.00| MANHOLE, C4 , SANITARY | | | 0058 720-94208 7.000 EACH| 1300.00000 9100.00| 2000.00000 14000.00| MANHOLE, C10 | | | 0059 720-95409 2.000 EACH| 2600.00000 5200.00| 2400.00000 4800.00| MANHOLE, J4, MODIFIED | | | 0060 720-95422 7.000 EACH| 2300.00000 16100.00| 2500.00000 17500.00| MANHOLE, J4 | | | 0061 720-98174 2.000 EACH| 1400.00000 2800.00| 2200.00000 4400.00| INLET, B15 | | | 0062 732-01898 16.000 m | 165.00000 2640.00| 175.00000 2800.00| WATER MAIN, DUCTILE IRON, 250 mm | | | 0063 732-04926 5.000 EACH| 1300.00000 6500.00| 600.00000 3000.00| VALVE , 150 mm | | | 0064 732-04926 4.000 EACH| 4187.47000 16749.88| 5000.00000 20000.00| VALVE , 150 mm, INSERTION | | | 0065 732-04926 2.000 EACH| 3600.00000 7200.00| 5000.00000 10000.00| VALVE , 200 mm, INSERTION | | | 0066 732-04926 2.000 EACH| 2100.00000 4200.00| 1200.00000 2400.00| VALVE , 250 mm | | | 0067 732-04926 2.000 EACH| 2100.00000 4200.00| 1500.00000 3000.00| VALVE , 300 mm | | | 0068 732-91738 92.000 m | 86.00000 7912.00| 100.00000 9200.00| WATER MAIN, DUCTILE IRON, 150 mm | | | 0069 732-91739 48.000 m | 87.00000 4176.00| 125.00000 6000.00| WATER MAIN, DUCTILE IRON, 200 mm | | | 0070 732-93357 3.000 EACH| 3000.00000 9000.00| 2500.00000 7500.00| FIRE HYDRANT ASSEMBLY, III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 105 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,523,775.58 ROUTE : CALL ORDER : 105 CONTRACT ID : R -26933-B COUNTIES : TIPTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 732-94780 16.000 EACH| 1200.00000 19200.00| 400.00000 6400.00| WATER SERVICE CONNECTION | | | 0072 732-96670 23.000 m | 120.00000 2760.00| 150.00000 3450.00| WATER MAIN, DUCTILE IRON, 300 mm | | | 0073 732-97009 3.000 EACH| 700.00000 2100.00| 500.00000 1500.00| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0074 801-04308 2.000 EACH| 230.00000 460.00| 225.00000 450.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0075 801-06207 525.000 m | 3.57000 1874.25| 3.40000 1785.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0076 801-06218 35.100 m | 12.00000 421.20| 12.00000 421.20| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0077 801-06640 19.000 EACH| 89.25000 1695.75| 85.00000 1615.00| CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP| 20000.00000 20000.00| 17000.00000 17000.00| MAINTAINING TRAFFIC | | | 0079 801-07119 64.800 m | 32.00000 2073.60| 32.00000 2073.60| BARRICADE, III-B | | | 0080 802-05701 162.100 m | 25.00000 4052.50| 24.50000 3971.45| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-76025 27.988 m2 | 110.00000 3078.68| 108.66000 3041.18| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0082 805-01815 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0083 805-01844 27.500 m | 36.00000 990.00| 36.00000 990.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0084 805-04757 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| SIGNAL HEAD, 4 FACE, 305 mm, RED | | | 0085 805-78010 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE , POLE MOUNTED | | | 0086 805-78415 1.000 EACH| 1700.00000 1700.00| 1650.00000 1650.00| SPAN, CATENARY, AND TETHER | | | 0087 805-78445 1.000 EACH| 420.00000 420.00| 400.00000 400.00| SIGNAL SERVICE | | | 0088 805-78467 50.000 m | 5.00000 250.00| 4.80000 240.00| SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 105 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,523,775.58 ROUTE : CALL ORDER : 105 CONTRACT ID : R -26933-B COUNTIES : TIPTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 805-78485 22.100 m | 4.00000 88.40| 3.80000 83.98| SIGNAL CABLE, 5C 14GA. | | | 0090 805-81032 2.000 EACH| 2700.00000 5400.00| 2650.00000 5300.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0091 805-86805 1.000 EACH| 2200.00000 2200.00| 2100.00000 2100.00| SERVICE POINT, I | | | 0092 805-95568 26.200 m | 17.00000 445.40| 17.00000 445.40| CONDUIT, PVC, 100 mm | | | 0093 805-96014 145.000 m | 3.15000 456.75| 10.00000 1450.00| SAW CUT, FULL DEPTH | | | 0094 805-96197 7.200 m | 0.32000 2.30| 0.30000 2.16| WIRE, AWG, MTW, THHW, THWN, AWM, | | | GASOLINE AND OIL RESISTANT, NO 10 | | | COPPER STRANDED, 1/C | | | 0095 807-02780 1.000 EACH| 450.00000 450.00| 450.00000 450.00| LUMINAIRE MAST ARM, 2.4 m | | | 0096 807-78590 3.000 EACH| 750.00000 2250.00| 750.00000 2250.00| HANDHOLE | | | 0097 807-86615 1.000 EACH| 260.00000 260.00| 250.00000 250.00| LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0098 808-75047 67.000 m | 3.70000 247.90| 3.60000 241.20| LINE, PAINT, SOLID, YELLOW, 150 mm , | | | CURB PAINTING | | | 0099 808-75245 1442.000 m | 1.10000 1586.20| 1.05000 1514.10| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0100 808-75297 89.000 m | 10.00000 890.00| 9.70000 863.30| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0101 808-75300 345.000 m | 2.50000 862.50| 2.43000 838.35| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0102 808-75340 2.000 EACH| 252.00000 504.00| 240.00000 480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0103 732-04965 80.000 m | 30.81000 2464.80| 62.00000 4960.00| WATER SERVICE LINE , 25 mm | | | 0104 732-04965 80.000 m | 30.81000 2464.80| 60.00000 4800.00| WATER SERVICE LINE , 18.75 mm | | | 0105 732-04926 2.000 EACH| 4300.00000 8600.00| 4400.00000 8800.00| VALVE , 100 mm, INSERTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 105 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,523,775.58 ROUTE : CALL ORDER : 105 CONTRACT ID : R -26933-B COUNTIES : TIPTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-1875662 | |CALUMET ASPHALT PAVING CO. I|CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,540,173.14| $ 1,544,410.91| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,540,173.14| $ 1,544,410.91| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,290,478.00 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27056-B COUNTIES : HAMILTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 120 CALENDAR DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9929031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0530117 HEALEY RAILROAD CORP $ 1,315,260.00 100.0000% 2 34-0974406 ACME CONSTRUCTION CO $ 1,327,835.18 100.9560% 3 52-1059261 MARTA TRACK CONSTRUCTORS, INC. $ 1,392,290.00 105.8566% ==================================================================================================================================== |(1) 31-0530117 |(2) 34-0974406 |(3) 52-1059261 |HEALEY RAILROAD CORP |ACME CONSTRUCTION CO |MARTA TRACK CONSTRUCTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, RAILROAD TRACK REPAIR | | | 0001 105-06845 LUMP| 5091.00000 5091.00| 6800.00000 6800.00| 3050.00000 3050.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1171.00000 7026.00| 500.00000 3000.00| 16340.00000 98040.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 38843.00000 38843.00| 40500.00000 40500.00| 13400.00000 13400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40403.00000 40403.00| 42000.00000 42000.00| 14000.00000 14000.00 CLEARING RIGHT OF WAY | | | 0005 202-01406 10.000 EACH| 1018.00000 10180.00| 60.00000 600.00| 350.00000 3500.00 SAMPLING AND TESTING ANALYSIS | | | 0006 202-04997 LUMP| 22375.00000 22375.00| 22250.00000 22250.00| 23650.00000 23650.00 RAILROAD CROSSING REHABILITATION, MP 28 | | | 0007 202-04997 LUMP| 42916.00000 42916.00| 47600.00000 47600.00| 48200.00000 48200.00 RAILROAD CROSSING REHABILITATION, MP | | | 28.5 | | | 0008 202-04997 LUMP| 42916.00000 42916.00| 47600.00000 47600.00| 48200.00000 48200.00 RAILROAD CROSSING REHABILITATION, MP | | | 31.5 | | | 0009 202-04997 LUMP| 26998.00000 26998.00| 29700.00000 29700.00| 26550.00000 26550.00 RAILROAD CROSSING REHABILITATION, MP | | | 31.6 | | | 0010 202-04997 LUMP| 25047.00000 25047.00| 22250.00000 22250.00| 23650.00000 23650.00 RAILROAD CROSSING REHABILITATION, MP | | | 37.6 | | | 0011 202-04997 LUMP| 55997.00000 55997.00| 64300.00000 64300.00| 65800.00000 65800.00 RAILROAD CROSSING SIGNAL MODERNIZATION, | | | MP 28 | | | 0012 202-04997 LUMP| 36879.00000 36879.00| 44000.00000 44000.00| 44200.00000 44200.00 RAILROAD CROSSING SIGNAL MODERNIZATION, | | | MP 33.1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,290,478.00 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27056-B COUNTIES : HAMILTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0530117 |(2) 34-0974406 |(3) 52-1059261 |HEALEY RAILROAD CORP |ACME CONSTRUCTION CO |MARTA TRACK CONSTRUCTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-04997 LUMP| 10876.00000 10876.00| 12800.00000 12800.00| 14400.00000 14400.00 RAILROAD CROSSING SIGNAL MODERNIZATION, | | | MP 34.1 | | | 0014 202-04997 LUMP| 32461.00000 32461.00| 43000.00000 43000.00| 40900.00000 40900.00 RAILROAD CROSSING SIGNAL MODERNIZATION, | | | MP 38.5 | | | 0015 202-04997 LUMP| 44858.00000 44858.00| 54800.00000 54800.00| 57500.00000 57500.00 RAILROAD CROSSING SIGNAL MODERNIZATION, | | | MP 8.5 | | | 0016 202-04997 LUMP| 29991.00000 29991.00| 39700.00000 39700.00| 35900.00000 35900.00 RAILROAD CROSSING SIGNAL MODERNIZATION, | | | MP 8.7 | | | 0017 202-04998 2000.000 EACH| 3.18000 6360.00| 1.83000 3660.00| 4.00000 8000.00 RAILROAD TIE PLATES, S.S. | | | 0018 210-08106 15840.000 LFT | 0.50000 7920.00| 1.41000 22334.40| 1.00000 15840.00 BOLT TIGHTENING | | | 0019 614-04456 LUMP| 37208.00000 37208.00| 43700.00000 43700.00| 31300.00000 31300.00 RAILROAD CROSSING, TIMBER REPLACEMENT, | | | BRIDGE, TIPTON | | | 0020 614-92148 4000.000 LFT | 4.49000 17960.00| 1.31000 5240.00| 3.50000 14000.00 RAILROAD TRACK , REGAUGE, W/3 SPIKES | | | 0021 614-95741 6000.000 TON | 15.99000 95940.00| 15.56000 93360.00| 20.00000 120000.00 RAILROAD BALLAST, A | | | 0022 619-05926 LUMP| 5757.00000 5757.00| 6600.00000 6600.00| 6800.00000 6800.00 ENVIRONMENTAL CONTROL | | | 0023 619-51859 LUMP| 21211.00000 21211.00| 8051.78000 8051.78| 23250.00000 23250.00 PAINT STEEL BRIDGE , WHITE RIVER | | | 0024 619-61000 LUMP| 11009.00000 11009.00| 12600.00000 12600.00| 13000.00000 13000.00 CLEAN STEEL BRIDGE | | | 0025 709-51821 LUMP| 1010.00000 1010.00| 17325.00000 17325.00| 3000.00000 3000.00 SURFACE SEAL | | | 0026 711-05395 40.000 EACH| 52.00000 2080.00| 95.05000 3802.00| 66.00000 2640.00 REPLACE BROKEN JOINT BARS | | | 0027 711-05395 9000.000 EACH| 56.62000 509580.00| 50.12000 451080.00| 46.50000 418500.00 REPLACE CROSS TIES, 6 IN., INCLUDES 4 | | | SPIKES/TIE | | | 0028 711-05395 400.000 EACH| 70.49000 28196.00| 73.63000 29452.00| 79.00000 31600.00 REPLACE CROSS TIES, 7 IN., INCLUDES 4 | | | SPIKES/TIE | | | 0029 711-05395 900.000 EACH| 16.33000 14697.00| 15.60000 14040.00| 5.00000 4500.00 REPLACE DEFECTIVE BOLTS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,290,478.00 ROUTE : CALL ORDER : 111 CONTRACT ID : R -27056-B COUNTIES : HAMILTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0530117 |(2) 34-0974406 |(3) 52-1059261 |HEALEY RAILROAD CORP |ACME CONSTRUCTION CO |MARTA TRACK CONSTRUCTORS, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 732-04837 4000.000 EACH| 4.06000 16240.00| 8.05000 32200.00| 2.50000 10000.00 PLUG AND RESPIKE DOWN W/4 SPIKES AND | | | PLUG | | | 0031 732-06669 80000.000 LFT | 0.72000 57600.00| 0.70000 56000.00| 1.45000 116000.00 RAISE , LINE AND DRESS TRACK, 2 IN. | | | RAISE | | | 0033 732-06670 6000.000 LFT | 1.36000 8160.00| 0.99000 5940.00| 1.50000 9000.00 SPOT SURFACE AND CROSS LEVEL AND DRESS | | | TRACK | | | 0034 801-04308 2.000 EACH| 212.50000 425.00| 265.00000 530.00| 550.00000 1100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0035 801-06640 4.000 EACH| 75.00000 300.00| 130.00000 520.00| 380.00000 1520.00 CONSTRUCTION SIGN, A | | | 0036 801-07119 50.000 LFT | 15.00000 750.00| 10.00000 500.00| 26.00000 1300.00 BARRICADE, III-B | | | SECTION TOTALS | $ 1,315,260.00| $ 1,327,835.18| $ 1,392,290.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,315,260.00| $ 1,327,835.18| $ 1,392,290.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,643.77 ROUTE : 35 CALL ORDER : 121 CONTRACT ID : R -27196-A COUNTIES : HOWARD LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1203011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. IRREGULAR BID $ 361,500.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION AWARD $ 407,789.65 112.8048% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 409,915.15 113.3928% 4 35-1139301 E & B PAVING, INC. $ 469,881.87 129.9811% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1065659 |(3) 35-1817530 |ATLAS EXCAVATING, INC. |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 6500.00000 6500.00| 12500.00000 12500.00| 3800.00000 3800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| 1250.00000 11250.00| 1500.00000 13500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9643.01000 9643.01| 2000.00000 2000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 8000.00000 8000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-01406 12.000 EACH| 100.00000 1200.00| 300.00000 3600.00| 150.00000 1800.00 SAMPLING AND TESTING ANALYSIS | | | 0007 202-02241 157.000 m | 10.00000 1570.00| 6.25000 981.25| 6.25000 981.25 GUARDRAIL, REMOVE | | | 0008 202-02278 36.000 m | 10.00000 360.00| 30.00000 1080.00| 20.00000 720.00 CURB, CONCRETE, REMOVE | | | 0009 202-51368 37.000 m2 | 15.00000 555.00| 20.00000 740.00| 20.00000 740.00 SLOPEWALL, REMOVE | | | 0010 202-52710 12.000 m2 | 20.00000 240.00| 33.00000 396.00| 20.00000 240.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-74025 113.000 m | 6.00000 678.00| 5.50000 621.50| 5.50000 621.50 FENCE, REMOVE | | | 0012 202-92431 61.000 Mg | 8.00000 488.00| 15.00000 915.00| 10.00000 610.00 RIPRAP, REMOVE | | | 0013 202-93047 1.000 EACH| 250.00000 250.00| 600.00000 600.00| 400.00000 400.00 MANHOLE, REMOVE | | | 0014 202-93741 1.000 EACH| 150.00000 150.00| 375.00000 375.00| 375.00000 375.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,643.77 ROUTE : 35 CALL ORDER : 121 CONTRACT ID : R -27196-A COUNTIES : HOWARD LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1065659 |(3) 35-1817530 |ATLAS EXCAVATING, INC. |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-96133 56.000 m | 15.00000 840.00| 75.00000 4200.00| 20.00000 1120.00 PIPE, REMOVE | | | 0016 203-02000 450.000 m3 | 15.00000 6750.00| 16.00000 7200.00| 30.00000 13500.00 EXCAVATION, COMMON | | | 0017 203-02055 1119.000 m3 | 0.01000 11.19| 14.00000 15666.00| 12.00000 13428.00 EMBANKMENT | | | 0018 203-02070 669.000 m3 | 10.00000 6690.00| 30.00000 20070.00| 24.00000 16056.00 BORROW | | | 0019 203-51223 129.000 m3 | 40.00000 5160.00| 30.00000 3870.00| 38.00000 4902.00 EXCAVATION, WATERWAY | | | 0020 205-06933 6.000 EACH| 50.00000 300.00| 60.00000 360.00| 60.00000 360.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 626.000 m | 6.50000 4069.00| 4.18000 2616.68| 4.18000 2616.68 TEMPORARY SILT FENCE | | | 0022 207-07500 932.000 m2 | 2.00000 1864.00| 25.00000 23300.00| 8.00000 7456.00 SUBGRADE TREATMENT, TYPE C | | | 0023 211-07454 383.000 m3 | 20.00000 7660.00| 25.00000 9575.00| 40.00000 15320.00 STRUCTURE BACKFILL | | | 0024 303-52308 450.000 Mg | 20.00000 9000.00| 25.00000 11250.00| 20.00000 9000.00 COMPACTED AGGREGATE, O, 53 | | | 0025 304-07489 34.000 Mg | 120.00000 4080.00| 90.00000 3060.00| 230.00000 7820.00 HMA PATCHING, TYPE A | | | 0026 306-08037 4206.000 m2 | 2.00000 8412.00| 3.00000 12618.00| 3.00000 12618.00 MILLING, ASPHALT, 75 mm | | | 0027 306-08043 98.000 m2 | 2.00000 196.00| 12.00000 1176.00| 15.00000 1470.00 MILLING, TRANSITION | | | 0028 401-07334 379.000 Mg | 50.00000 18950.00| 65.00000 24635.00| 65.00000 24635.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 641.000 Mg | 50.00000 32050.00| 50.00000 32050.00| 65.00000 41665.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 967.000 Mg | 40.00000 38680.00| 48.00000 46416.00| 53.00000 51251.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 404-05511 844.000 m2 | 3.00000 2532.00| 2.00000 1688.00| 3.00000 2532.00 SEAL COAT, 2 | | | 0032 405-05517 1.500 Mg | 400.00000 600.00| 700.00000 1050.00| 450.00000 675.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 3.500 Mg | 200.00000 700.00| 300.00000 1050.00| 300.00000 1050.00 ASPHALT FOR TACK COAT | | | 0034 601-03464 1.000 EACH| 40.00000 40.00| 29.00000 29.00| 29.00000 29.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,643.77 ROUTE : 35 CALL ORDER : 121 CONTRACT ID : R -27196-A COUNTIES : HOWARD LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1065659 |(3) 35-1817530 |ATLAS EXCAVATING, INC. |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-94689 3.000 EACH| 2500.00000 7500.00| 1900.00000 5700.00| 1900.00000 5700.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 238.000 m | 50.00000 11900.00| 33.00000 7854.00| 33.00000 7854.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 604-02007 12.000 m2 | 40.00000 480.00| 65.00000 780.00| 70.00000 840.00 SIDEWALK, CONCRETE, RECONSTRUCT | | | 0038 605-04742 LUMP| 3500.00000 3500.00| 4500.00000 4500.00| 11000.00000 11000.00 WALL REMOVE AND RECONSTRUCT | | | 0039 605-06145 36.000 m | 35.00000 1260.00| 120.00000 4320.00| 75.00000 2700.00 CURB AND GUTTER, B, CONCRETE | | | 0040 615-06490 12.000 EACH| 150.00000 1800.00| 120.00000 1440.00| 120.00000 1440.00 RIGHT OF WAY MARKER | | | 0041 616-02320 303.000 m2 | 1.00000 303.00| 2.00000 606.00| 3.00000 909.00 GEOTEXTILES | | | 0042 616-05688 251.000 Mg | 50.00000 12550.00| 33.00000 8283.00| 36.00000 9036.00 RIPRAP, CLASS 1 | | | 0043 621-01004 1.000 EACH| 500.00000 500.00| 235.00000 235.00| 235.00000 235.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06559 1683.000 m2 | 0.60000 1009.80| 0.82000 1380.06| 0.82000 1380.06 MULCHED SEEDING, R | | | 0045 621-06575 1277.000 m2 | 5.00000 6385.00| 3.58000 4571.66| 3.58000 4571.66 SODDING, NURSERY | | | 0046 715-05149 1.800 m | 400.00000 720.00| 75.00000 135.00| 170.00000 306.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0047 715-05154 31.000 m | 400.00000 12400.00| 150.00000 4650.00| 140.00000 4340.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0049 715-05161 7.600 m | 900.00000 6840.00| 250.00000 1900.00| 300.00000 2280.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0050 715-05288 6.400 m | 1500.00000 9600.00| 1300.00000 8320.00| 1100.00000 7040.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 5.40 | | | m2 | | | 0051 715-06004 1.000 EACH| 2500.00000 2500.00| 1600.00000 1600.00| 1100.00000 1100.00 CONCRETE ANCHOR, 1200 mm | | | 0052 715-08083 8.000 EACH| 500.00000 4000.00| 800.00000 6400.00| 1500.00000 12000.00 CONCRETE ANCHOR, MIN. AREA 5.40 m2 | | | 0053 720-03194 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| 3700.00000 7400.00 MANHOLE K8 | | | 0054 720-45025 2.000 EACH| 2000.00000 4000.00| 1750.00000 3500.00| 1200.00000 2400.00 INLET, D6 | | | 0055 720-45030 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 1200.00000 1200.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 121 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,643.77 ROUTE : 35 CALL ORDER : 121 CONTRACT ID : R -27196-A COUNTIES : HOWARD LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1065659 |(3) 35-1817530 |ATLAS EXCAVATING, INC. |BROOKS CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 720-45035 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 1100.00000 1100.00 INLET, F7 | | | 0057 720-97958 1.000 EACH| 4000.00000 4000.00| 3000.00000 3000.00| 3700.00000 3700.00 MANHOLE, K2 | | | 0058 720-98068 1.000 EACH| 6000.00000 6000.00| 5000.00000 5000.00| 5500.00000 5500.00 MANHOLE, E2 | | | 0059 730-26778 1.000 EACH| 10000.00000 10000.00| 6000.00000 6000.00| 5700.00000 5700.00 GRATED BOX END SECTION, I, 6:1, 1050 mm | | | , MODIFIED | | | 0060 801-06775 LUMP| 6500.00000 6500.00| 20550.00000 20550.00| 9200.00000 9200.00 MAINTAINING TRAFFIC | | | 0061 802-02158 6.000 EACH| 150.00000 900.00| 155.00000 930.00| 155.00000 930.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0062 802-91122 1.000 EACH| 300.00000 300.00| 280.00000 280.00| 280.00000 280.00 SIGN, GROUND MOUNTED, RESET | | | 0063 808-03178 1.000 EACH| 300.00000 300.00| 165.00000 165.00| 200.00000 200.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0064 808-06703 938.000 m | 2.00000 1876.00| 1.00000 938.00| 1.00000 938.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-75245 699.000 m | 2.00000 1398.00| 1.00000 699.00| 1.00000 699.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75297 4.300 m | 100.00000 430.00| 15.00000 64.50| 50.00000 215.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0067 808-75325 1.000 EACH| 180.00000 180.00| 150.00000 150.00| 250.00000 250.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0068 715-05159 43.000 m | 550.00000 23650.00| 300.00000 12900.00| 260.00000 11180.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | SECTION TOTALS | $ 361,500.00| $ 407,789.65| $ 409,915.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 361,500.00| $ 407,789.65| $ 409,915.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 121 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,643.77 ROUTE : 35 CALL ORDER : 121 CONTRACT ID : R -27196-A COUNTIES : HOWARD LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 5650.00000 5650.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2000.00000 18000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 23400.00000 23400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3900.00000 3900.00| | CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 4800.00000 4800.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0006 202-01406 12.000 EACH| 235.00000 2820.00| | SAMPLING AND TESTING ANALYSIS | | | 0007 202-02241 157.000 m | 12.00000 1884.00| | GUARDRAIL, REMOVE | | | 0008 202-02278 36.000 m | 12.00000 432.00| | CURB, CONCRETE, REMOVE | | | 0009 202-51368 37.000 m2 | 13.00000 481.00| | SLOPEWALL, REMOVE | | | 0010 202-52710 12.000 m2 | 35.00000 420.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-74025 113.000 m | 3.75000 423.75| | FENCE, REMOVE | | | 0012 202-92431 61.000 Mg | 12.00000 732.00| | RIPRAP, REMOVE | | | 0013 202-93047 1.000 EACH| 1000.00000 1000.00| | MANHOLE, REMOVE | | | 0014 202-93741 1.000 EACH| 200.00000 200.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0015 202-96133 56.000 m | 119.00000 6664.00| | PIPE, REMOVE | | | 0016 203-02000 450.000 m3 | 45.00000 20250.00| | EXCAVATION, COMMON | | | 0017 203-02055 1119.000 m3 | 6.00000 6714.00| | EMBANKMENT | | | 0018 203-02070 669.000 m3 | 45.00000 30105.00| | BORROW | | | 0019 203-51223 129.000 m3 | 39.00000 5031.00| | EXCAVATION, WATERWAY | | | 0020 205-06933 6.000 EACH| 60.00000 360.00| | TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 121 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,643.77 ROUTE : 35 CALL ORDER : 121 CONTRACT ID : R -27196-A COUNTIES : HOWARD LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 205-06937 626.000 m | 4.18000 2616.68| | TEMPORARY SILT FENCE | | | 0022 207-07500 932.000 m2 | 13.00000 12116.00| | SUBGRADE TREATMENT, TYPE C | | | 0023 211-07454 383.000 m3 | 26.50000 10149.50| | STRUCTURE BACKFILL | | | 0024 303-52308 450.000 Mg | 28.00000 12600.00| | COMPACTED AGGREGATE, O, 53 | | | 0025 304-07489 34.000 Mg | 150.00000 5100.00| | HMA PATCHING, TYPE A | | | 0026 306-08037 4206.000 m2 | 1.85000 7781.10| | MILLING, ASPHALT, 75 mm | | | 0027 306-08043 98.000 m2 | 16.00000 1568.00| | MILLING, TRANSITION | | | 0028 401-07334 379.000 Mg | 70.00000 26530.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 641.000 Mg | 59.00000 37819.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 967.000 Mg | 49.00000 47383.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 404-05511 844.000 m2 | 4.00000 3376.00| | SEAL COAT, 2 | | | 0032 405-05517 1.500 Mg | 200.00000 300.00| | ASPHALT FOR PRIME COAT | | | 0033 406-05520 3.500 Mg | 185.00000 647.50| | ASPHALT FOR TACK COAT | | | 0034 601-03464 1.000 EACH| 40.00000 40.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0035 601-94689 3.000 EACH| 2200.00000 6600.00| | GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 238.000 m | 36.00000 8568.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 604-02007 12.000 m2 | 82.01000 984.12| | SIDEWALK, CONCRETE, RECONSTRUCT | | | 0038 605-04742 LUMP| 19400.00000 19400.00| | WALL REMOVE AND RECONSTRUCT | | | 0039 605-06145 36.000 m | 120.00000 4320.00| | CURB AND GUTTER, B, CONCRETE | | | 0040 615-06490 12.000 EACH| 150.00000 1800.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 121 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,643.77 ROUTE : 35 CALL ORDER : 121 CONTRACT ID : R -27196-A COUNTIES : HOWARD LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-02320 303.000 m2 | 6.00000 1818.00| | GEOTEXTILES | | | 0042 616-05688 251.000 Mg | 38.00000 9538.00| | RIPRAP, CLASS 1 | | | 0043 621-01004 1.000 EACH| 235.00000 235.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06559 1683.000 m2 | 0.82000 1380.06| | MULCHED SEEDING, R | | | 0045 621-06575 1277.000 m2 | 3.58000 4571.66| | SODDING, NURSERY | | | 0046 715-05149 1.800 m | 290.00000 522.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0047 715-05154 31.000 m | 195.00000 6045.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0049 715-05161 7.600 m | 600.00000 4560.00| | PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0050 715-05288 6.400 m | 900.00000 5760.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 5.40 | | | m2 | | | 0051 715-06004 1.000 EACH| 1100.00000 1100.00| | CONCRETE ANCHOR, 1200 mm | | | 0052 715-08083 8.000 EACH| 1200.00000 9600.00| | CONCRETE ANCHOR, MIN. AREA 5.40 m2 | | | 0053 720-03194 2.000 EACH| 5100.00000 10200.00| | MANHOLE K8 | | | 0054 720-45025 2.000 EACH| 2200.00000 4400.00| | INLET, D6 | | | 0055 720-45030 1.000 EACH| 1750.00000 1750.00| | INLET, E7 | | | 0056 720-45035 1.000 EACH| 1900.00000 1900.00| | INLET, F7 | | | 0057 720-97958 1.000 EACH| 5600.00000 5600.00| | MANHOLE, K2 | | | 0058 720-98068 1.000 EACH| 7300.00000 7300.00| | MANHOLE, E2 | | | 0059 730-26778 1.000 EACH| 12500.00000 12500.00| | GRATED BOX END SECTION, I, 6:1, 1050 mm | | | , MODIFIED | | | 0060 801-06775 LUMP| 20800.00000 20800.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 121 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 392,643.77 ROUTE : 35 CALL ORDER : 121 CONTRACT ID : R -27196-A COUNTIES : HOWARD LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 802-02158 6.000 EACH| 240.00000 1440.00| | SIGN, PANEL, REMOVE AND REINSTALL | | | 0062 802-91122 1.000 EACH| 120.00000 120.00| | SIGN, GROUND MOUNTED, RESET | | | 0063 808-03178 1.000 EACH| 165.00000 165.00| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0064 808-06703 938.000 m | 1.00000 938.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-75245 699.000 m | 1.00000 699.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0066 808-75297 4.300 m | 15.00000 64.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0067 808-75325 1.000 EACH| 150.00000 150.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0068 715-05159 43.000 m | 320.00000 13760.00| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | SECTION TOTALS | $ 469,881.87| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,881.87| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,689.28 ROUTE : 61 CALL ORDER : 131 CONTRACT ID : R -27197-A COUNTIES : WARRICK LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0511007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 347,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 370,136.67 106.6676% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 14645.57000 14645.57| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1800.00000 18000.00| 1500.00000 15000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 17450.00000 17450.00| 18500.00000 18500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 3239.92000 3239.92| CLEARING RIGHT OF WAY | | | 0005 203-02000 1647.000 CYS | 11.00000 18117.00| 18.00000 29646.00| EXCAVATION, COMMON | | | 0006 205-06931 16.000 TON | 45.00000 720.00| 40.00000 640.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0007 205-06937 1619.000 LFT | 1.30000 2104.70| 1.50000 2428.50| TEMPORARY SILT FENCE | | | 0008 207-07500 4491.440 SYS | 4.45000 19986.91| 6.00000 26948.64| SUBGRADE TREATMENT, TYPE C | | | 0009 211-02050 25.500 CYS | 30.00000 765.00| 44.00000 1122.00| B BORROW | | | 0010 303-01180 788.850 TON | 25.00000 19721.25| 20.00000 15777.00| COMPACTED AGGREGATE, NO. 53 | | | 0011 304-07494 494.900 TON | 40.00000 19796.00| 43.00000 21280.70| WIDENING WITH HMA, TYPE C | | | 0012 306-08034 1062.220 SYS | 3.25000 3452.22| 4.50000 4779.99| MILLING, ASPHALT, 1 1/2 IN. | | | 0013 306-08041 218.910 SYS | 3.25000 711.46| 4.50000 985.10| MILLING, CONCRETE PAVEMENT | | | 0014 401-07334 353.670 TON | 52.00000 18390.84| 70.00000 24756.90| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0015 401-07403 514.470 TON | 48.00000 24694.56| 48.00000 24694.56| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,689.28 ROUTE : 61 CALL ORDER : 131 CONTRACT ID : R -27197-A COUNTIES : WARRICK LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07408 1955.010 TON | 35.00000 68425.35| 43.00000 84065.43| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0017 404-05514 134.540 SYS | 15.00000 2018.10| 10.45000 1405.94| SEAL COAT, 5 | | | 0018 405-05517 6.560 TON | 500.00000 3280.00| 344.00000 2256.64| ASPHALT FOR PRIME COAT | | | 0019 406-05520 4.930 TON | 220.00000 1084.60| 200.00000 986.00| ASPHALT FOR TACK COAT | | | 0020 606-07484 567.440 LFT | 6.50000 3688.36| 6.70000 3801.85| MILLED HMA SHOULDER CORRUGATIONS | | | 0021 610-07488 142.630 TON | 70.00000 9984.10| 70.00000 9984.10| HMA FOR APPROACHES, TYPE C | | | 0022 616-02320 13.300 SYS | 3.75000 49.88| 2.69000 35.78| GEOTEXTILES | | | 0023 616-06451 21.300 TON | 32.00000 681.60| 47.00000 1001.10| RIPRAP, UNIFORM | | | 0024 621-01004 2.000 EACH| 300.00000 600.00| 620.00000 1240.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 3756.040 SYS | 0.45000 1690.22| 0.45000 1690.22| MULCHED SEEDING, R | | | 0026 715-07251 40.000 LFT | 120.00000 4800.00| 100.00000 4000.00| PIPE EXTENSION, DEFORMED, MIN. AREA 8.9 | | | SQ. FT. | | | 0027 725-06862 80.300 LFT | 205.00000 16461.50| 240.00000 19272.00| PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0028 801-06207 8402.000 LFT | 1.00000 8402.00| 1.10000 9242.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0029 801-06640 24.000 EACH| 85.00000 2040.00| 75.00000 1800.00| CONSTRUCTION SIGN, A | | | 0030 801-06645 24.000 EACH| 35.00000 840.00| 43.00000 1032.00| CONSTRUCTION SIGN, B | | | 0031 801-06775 LUMP| 25000.00000 25000.00| 18720.00000 18720.00| MAINTAINING TRAFFIC | | | 0032 802-05701 86.000 LFT | 11.00000 946.00| 10.60000 911.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0033 802-76025 34.500 SFT | 13.70000 472.65| 20.00000 690.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 333,689.28 ROUTE : 61 CALL ORDER : 131 CONTRACT ID : R -27197-A COUNTIES : WARRICK LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 805-96014 124.800 LFT | 3.61000 450.53| 9.00000 1123.20| SAW CUT, FULL DEPTH | | | 0035 808-06703 3922.000 LFT | 0.48000 1882.56| 0.39000 1529.58| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0036 808-75245 548.000 LFT | 0.48000 263.04| 0.39000 213.72| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0037 808-75297 80.000 LFT | 4.80000 384.00| 4.20000 336.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 347,000.00| $ 370,136.67| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,000.00| $ 370,136.67| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 265 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1051014 1051014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1193721 SMITH & JOHNSON CONSTRUCTION CO. $ 16,668,731.74 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 16,956,000.00 101.7233% 3 34-0907180 WAGNER, E.S. COMPANY $ 18,565,041.35 111.3764% 4 35-1134435 FOERTSCH CONSTRUCTION $ 18,818,928.65 112.8995% 5 35-1698047 GRADEX, INC. $ 19,659,027.22 117.9395% 6 35-0958970 LUTGRING BROTHERS, INC. $ 19,789,622.92 118.7230% 7 36-2231526 WALSH CONSTR CO OF ILL $ 19,882,400.00 119.2796% 8 35-1875662 CRIDER & CRIDER, INC. $ 23,242,459.88 139.4374% ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 34-0907180 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|WAGNER, E.S. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP| 180000.00000 180000.00| 210000.00000 210000.00| 167000.00000 167000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 24.000 MOS | 3000.00000 72000.00| 2200.00000 52800.00| 4000.00000 96000.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 835000.00000 835000.00| 844791.55000 844791.55| 928800.00000 928800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 330000.00000 330000.00| 337000.00000 337000.00| 371000.00000 371000.00 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 2500.00000 2500.00| 10.00000 10.00| 2200.00000 2200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0006 202-03000 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| 5500.00000 5500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0007 202-03000 LUMP| 2500.00000 2500.00| 10.00000 10.00| 2200.00000 2200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0008 202-03000 LUMP| 2500.00000 2500.00| 10.00000 10.00| 1600.00000 1600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0009 202-03000 LUMP| 2500.00000 2500.00| 10.00000 10.00| 1300.00000 1300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 34-0907180 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|WAGNER, E.S. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 202-03000 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 3300.00000 3300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0011 202-03000 LUMP| 2500.00000 2500.00| 10.00000 10.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0012 202-03000 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 1400.00000 1400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0013 202-03000 LUMP| 2500.00000 2500.00| 6600.00000 6600.00| 1700.00000 1700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | 0014 202-03000 LUMP| 2500.00000 2500.00| 10.00000 10.00| 2200.00000 2200.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0015 203-02000 1386.000 m3 | 1.00000 1386.00| 11.00000 15246.00| 5.00000 6930.00 EXCAVATION, COMMON | | | 0016 203-02020 1819099.000 m3 | 3.10000 5639206.90| 3.00000 5457297.00| 3.51000 6385037.49 EXCAVATION, UNCLASSIFIED | | | 0017 203-93444 3420.000 Mg | 10.00000 34200.00| 16.00000 54720.00| 12.00000 41040.00 BACKFILL, ROCK | | | 0018 204-02290 57.000 EACH| 450.00000 25650.00| 550.00000 31350.00| 1095.00000 62415.00 SETTLEMENT PLATE | | | 0019 205-03371 1900.000 m3 | 2.00000 3800.00| 10.00000 19000.00| 7.00000 13300.00 SEDIMENT REMOVE | | | 0020 205-06930 92.000 Mg | 40.00000 3680.00| 50.00000 4600.00| 76.00000 6992.00 SPLASHPAD, RIPRAP | | | 0021 205-06931 3659.000 Mg | 15.00000 54885.00| 19.00000 69521.00| 21.00000 76839.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06936 1395.000 Mg | 4.00000 5580.00| 21.00000 29295.00| 18.00000 25110.00 TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 3744.000 m | 6.00000 22464.00| 4.15000 15537.60| 5.10000 19094.40 TEMPORARY SILT FENCE | | | 0024 205-06938 2356.000 m | 10.00000 23560.00| 11.00000 25916.00| 20.00000 47120.00 TEMPORARY SLOPE DRAIN | | | 0025 207-07499 50370.000 m2 | 3.25000 163702.50| 3.50000 176295.00| 4.90000 246813.00 SUBGRADE TREATMENT, TYPE B | | | 0026 207-07502 15207.000 m2 | 3.25000 49422.75| 3.50000 53224.50| 1.30000 19769.10 SUBGRADE TREATMENT, TYPE D | | | 0027 207-07503 471.000 m2 | 5.00000 2355.00| 4.00000 1884.00| 4.00000 1884.00 SUBGRADE TREATMENT, TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 34-0907180 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|WAGNER, E.S. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 211-07454 56213.000 m3 | 16.50000 927514.50| 10.00000 562130.00| 10.00000 562130.00 STRUCTURE BACKFILL | | | 0029 212-06281 146113.000 m3 | 1.00000 146113.00| 4.00000 584452.00| 2.62000 382816.06 STOCKPILED SELECTED MATERIAL | | | 0030 213-52830 500.000 m3 | 70.00000 35000.00| 95.00000 47500.00| 65.00000 32500.00 FLOWABLE MORTAR | | | 0031 301-07448 47977.000 Mg | 12.00000 575724.00| 13.40000 642891.80| 15.00000 719655.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 306-08043 382.000 m2 | 6.00000 2292.00| 10.00000 3820.00| 10.00000 3820.00 MILLING, TRANSITION | | | 0033 401-06264 LUMP| 3000.00000 3000.00| 4400.00000 4400.00| 11000.00000 11000.00 PROFILOGRAPH, HMA | | | 0034 401-07327 6240.000 Mg | 36.00000 224640.00| 37.00000 230880.00| 36.00000 224640.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0035 401-07397 10508.000 Mg | 31.00000 325748.00| 36.00000 378288.00| 31.00000 325748.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0036 401-07423 24060.000 Mg | 28.50000 685710.00| 31.00000 745860.00| 28.50000 685710.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0037 401-07429 13286.000 Mg | 27.00000 358722.00| 30.00000 398580.00| 27.00000 358722.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0038 402-07432 7112.000 Mg | 36.00000 256032.00| 36.00000 256032.00| 36.50000 259588.00 HMA SURFACE, TYPE A | | | 0039 402-07435 2586.000 Mg | 37.50000 96975.00| 34.70000 89734.20| 37.50000 96975.00 HMA INTERMEDIATE, TYPE A | | | 0040 402-07440 16222.000 Mg | 27.00000 437994.00| 32.60000 528837.20| 27.00000 437994.00 HMA BASE, TYPE A | | | 0041 404-05511 3619.000 m2 | 3.00000 10857.00| 1.25000 4523.75| 2.35000 8504.65 SEAL COAT, 2 | | | 0042 404-05514 1516.000 m2 | 5.00000 7580.00| 2.00000 3032.00| 5.30000 8034.80 SEAL COAT, 5 | | | 0043 405-05517 250.000 Mg | 300.00000 75000.00| 320.00000 80000.00| 280.00000 70000.00 ASPHALT FOR PRIME COAT | | | 0044 406-05520 117.000 Mg | 200.00000 23400.00| 190.00000 22230.00| 220.00000 25740.00 ASPHALT FOR TACK COAT | | | 0045 601-94689 2.000 EACH| 2500.00000 5000.00| 2400.00000 4800.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 202.000 m | 50.00000 10100.00| 44.00000 8888.00| 44.00000 8888.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 603-06040 18184.000 m | 12.00000 218208.00| 13.60000 247302.40| 13.60000 247302.40 FENCE, FARM FIELD, 1190 mm | | | 0048 606-07484 18582.000 m | 0.65000 12078.30| 0.40000 7432.80| 0.64000 11892.48 MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 34-0907180 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|WAGNER, E.S. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 610-07486 3276.000 Mg | 58.00000 190008.00| 45.00000 147420.00| 58.00000 190008.00 HMA FOR APPROACHES, TYPE A | | | 0050 611-06497 3.000 EACH| 100.00000 300.00| 150.00000 450.00| 150.00000 450.00 MAILBOX ASSEMBLY, SINGLE | | | 0051 611-06498 1.000 EACH| 200.00000 200.00| 190.00000 190.00| 190.00000 190.00 MAILBOX ASSEMBLY, DOUBLE | | | 0052 615-06490 65.000 EACH| 95.00000 6175.00| 110.00000 7150.00| 110.00000 7150.00 RIGHT OF WAY MARKER | | | 0053 615-06505 71.000 EACH| 325.00000 23075.00| 330.00000 23430.00| 330.00000 23430.00 MONUMENT, B | | | 0054 615-06510 17.000 EACH| 200.00000 3400.00| 200.00000 3400.00| 200.00000 3400.00 MONUMENT, C | | | 0055 615-06527 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 200.00000 200.00 MONUMENT, SECTION CORNER | | | 0056 616-02305 2100.000 m3 | 52.00000 109200.00| 110.00000 231000.00| 113.00000 237300.00 GABIONS | | | 0057 616-02320 50500.000 m2 | 1.00000 50500.00| 1.25000 63125.00| 1.04000 52520.00 GEOTEXTILES | | | 0058 616-05688 299.000 Mg | 20.00000 5980.00| 28.00000 8372.00| 22.00000 6578.00 RIPRAP, CLASS 1 | | | 0059 616-05689 5742.000 Mg | 18.00000 103356.00| 20.00000 114840.00| 24.00000 137808.00 RIPRAP, CLASS 2 | | | 0060 616-06405 26050.000 Mg | 14.00000 364700.00| 17.00000 442850.00| 19.00000 494950.00 RIPRAP, REVETMENT | | | 0061 621-01004 5.000 EACH| 400.00000 2000.00| 500.00000 2500.00| 1800.00000 9000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-02770 630.000 m2 | 2.00000 1260.00| 1.75000 1102.50| 1.70000 1071.00 EROSION CONTROL BLANKET | | | 0063 621-04258 62.090 kg | 4.50000 279.41| 6.00000 372.54| 7.75000 481.20 SEED MIXTURE , ANNUAL RYEGRASS | | | 0064 621-04258 3.690 kg | 5.00000 18.45| 50.00000 184.50| 51.50000 190.04 SEED MIXTURE , ORCHARD GRASS | | | 0065 621-04258 1.850 kg | 6.50000 12.03| 70.00000 129.50| 100.00000 185.00 SEED MIXTURE , RED CLOVER | | | 0066 621-04258 3.260 kg | 90.00000 293.40| 300.00000 978.00| 415.00000 1352.90 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0067 621-04258 0.450 kg | 13.00000 5.85| 155.00000 69.75| 178.00000 80.10 SEED MIXTURE , TIMOTHY | | | 0068 621-06545 66.020 Mg | 330.00000 21786.60| 350.00000 23107.00| 539.00000 35584.78 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 34-0907180 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|WAGNER, E.S. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 621-06548 561.800 kg | 65.00000 36517.00| 60.00000 33708.00| 55.00000 30899.00 SEED MIXTURE, CV | | | 0070 621-06553 12312.000 kg | 5.00000 61560.00| 5.00000 61560.00| 5.66000 69685.92 SEED MIXTURE, R | | | 0071 621-06557 2916.000 kg | 3.00000 8748.00| 3.00000 8748.00| 4.00000 11664.00 SEED MIXTURE, T | | | 0072 621-06565 441.690 Mg | 310.00000 136923.90| 325.00000 143549.25| 380.00000 167842.20 MULCHING MATERIAL | | | 0073 621-06567 733.000 kL | 1.30000 952.90| 1.00000 733.00| 2.00000 1466.00 WATER | | | 0074 621-06574 40721.000 m2 | 3.50000 142523.50| 3.00000 122163.00| 3.98000 162069.58 SODDING | | | 0075 621-07109 LUMP| 500.00000 500.00| 2000.00000 2000.00| 3000.00000 3000.00 WATER PUMPING | | | 0076 622-52436 30.000 EACH| 30.00000 900.00| 27.00000 810.00| 25.00000 750.00 SIGN, DO NOT MOW OR SPRAY | | | 0077 622-91786 4620.000 EACH| 4.00000 18480.00| 3.90000 18018.00| 5.92000 27350.40 SEEDLING | | | 0078 622-91786 250.000 EACH| 30.00000 7500.00| 26.50000 6625.00| 34.45000 8612.50 SEEDLING , 3 GALLON CONTAINER GROWN | | | 0079 714-01634 116.000 m | 1175.00000 136300.00| 1100.00000 127600.00| 1200.00000 139200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0080 714-06172 22.000 m | 2700.00000 59400.00| 2500.00000 55000.00| 2800.00000 61600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1200 mm | | | 0081 714-06278 55.000 m | 1610.00000 88550.00| 1460.00000 80300.00| 2000.00000 110000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm X 1200 mm | | | 0082 714-06660 149.000 m2 | 1200.00000 178800.00| 370.00000 55130.00| 700.00000 104300.00 WINGWALL | | | 0083 714-26702 101.000 m | 1102.00000 111302.00| 970.00000 97970.00| 1000.00000 101000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0084 714-26703 139.000 m | 1350.00000 187650.00| 1120.00000 155680.00| 1200.00000 166800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0085 714-26704 185.000 m | 1522.00000 281570.00| 1340.00000 247900.00| 1600.00000 296000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1500 mm | | | 0086 714-26708 228.000 m | 1700.00000 387600.00| 1220.00000 278160.00| 2000.00000 456000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 34-0907180 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|WAGNER, E.S. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 714-26717 190.000 m | 2500.00000 475000.00| 2300.00000 437000.00| 3000.00000 570000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0088 714-26724 81.000 m | 3200.00000 259200.00| 2700.00000 218700.00| 3500.00000 283500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0089 714-99348 234.000 m | 1200.00000 280800.00| 1040.00000 243360.00| 1500.00000 351000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0093 715-05048 19470.000 m | 5.00000 97350.00| 6.25000 121687.50| 6.00000 116820.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0094 715-05053 2132.000 m | 30.00000 63960.00| 28.00000 59696.00| 30.00000 63960.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0095 715-05119 79.000 m | 65.00000 5135.00| 70.00000 5530.00| 148.00000 11692.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0096 715-05123 305.000 m | 96.00000 29280.00| 130.00000 39650.00| 180.00000 54900.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0097 715-05125 70.000 m | 147.00000 10290.00| 160.00000 11200.00| 175.00000 12250.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0098 715-05127 37.000 m | 300.00000 11100.00| 250.00000 9250.00| 305.00000 11285.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0099 715-05128 247.000 m | 325.00000 80275.00| 300.00000 74100.00| 350.00000 86450.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0100 715-05129 75.000 m | 360.00000 27000.00| 310.00000 23250.00| 400.00000 30000.00 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0101 715-05133 44.000 m | 390.00000 17160.00| 350.00000 15400.00| 425.00000 18700.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0102 715-05169 343.000 m | 60.00000 20580.00| 70.00000 24010.00| 97.00000 33271.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0103 715-05171 50.000 m | 75.00000 3750.00| 87.00000 4350.00| 100.00000 5000.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0104 715-05173 241.000 m | 96.00000 23136.00| 150.00000 36150.00| 120.00000 28920.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0105 715-05175 22.000 m | 146.00000 3212.00| 160.00000 3520.00| 160.00000 3520.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0106 715-05177 100.000 m | 166.00000 16600.00| 240.00000 24000.00| 245.00000 24500.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0107 715-05178 38.000 m | 300.00000 11400.00| 260.00000 9880.00| 375.00000 14250.00 PIPE, TYPE 3, CIRCULAR, 1050 mm | | | 0108 715-05187 97.000 m | 450.00000 43650.00| 400.00000 38800.00| 420.00000 40740.00 PIPE, TYPE 3, CIRCULAR, 1350 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 34-0907180 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|WAGNER, E.S. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 715-05366 17.000 m | 160.00000 2720.00| 210.00000 3570.00| 200.00000 3400.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0110 715-46005 38.000 EACH| 220.00000 8360.00| 210.00000 7980.00| 460.00000 17480.00 PIPE END SECTION, 375 mm | | | 0111 715-46010 6.000 EACH| 300.00000 1800.00| 250.00000 1500.00| 600.00000 3600.00 PIPE END SECTION, 450 mm | | | 0112 715-46020 28.000 EACH| 320.00000 8960.00| 330.00000 9240.00| 600.00000 16800.00 PIPE END SECTION, 600 mm | | | 0113 715-46030 6.000 EACH| 500.00000 3000.00| 530.00000 3180.00| 700.00000 4200.00 PIPE END SECTION, 750 mm | | | 0114 715-46040 6.000 EACH| 650.00000 3900.00| 1200.00000 7200.00| 1200.00000 7200.00 PIPE END SECTION, 900 mm | | | 0116 718-06528 207.000 EACH| 325.00000 67275.00| 475.00000 98325.00| 580.00000 120060.00 OUTLET PROTECTOR, 1 | | | 0117 718-06529 5.000 EACH| 400.00000 2000.00| 425.00000 2125.00| 580.00000 2900.00 OUTLET PROTECTOR, 2 | | | 0118 718-06531 3.000 EACH| 500.00000 1500.00| 425.00000 1275.00| 580.00000 1740.00 OUTLET PROTECTOR, 3 | | | 0119 718-06532 2000.000 m | 3.00000 6000.00| 3.00000 6000.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0120 718-52610 6585.000 m3 | 18.00000 118530.00| 30.00000 197550.00| 26.00000 171210.00 AGGREGATE FOR UNDERDRAINS | | | 0121 718-99153 52013.000 m2 | 1.00000 52013.00| 1.00000 52013.00| 0.75000 39009.75 GEOTEXTILES FOR UNDERDRAIN | | | 0122 801-04308 25.000 EACH| 400.00000 10000.00| 395.00000 9875.00| 395.00000 9875.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0123 801-06203 989.000 m | 1.00000 989.00| 0.90000 890.10| 1.10000 1087.90 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0124 801-06207 115.000 m | 3.50000 402.50| 6.83000 785.45| 3.25000 373.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0125 801-06640 10.000 EACH| 200.00000 2000.00| 265.00000 2650.00| 265.00000 2650.00 CONSTRUCTION SIGN, A | | | 0126 801-06645 5.000 EACH| 110.00000 550.00| 50.00000 250.00| 50.00000 250.00 CONSTRUCTION SIGN, B | | | 0127 801-06775 LUMP| 100000.00000 100000.00| 120000.00000 120000.00| 76000.00000 76000.00 MAINTAINING TRAFFIC | | | 0128 801-07118 133.200 m | 150.00000 19980.00| 67.58000 9001.66| 82.00000 10922.40 BARRICADE, III-A | | | 0129 801-07119 68.400 m | 50.00000 3420.00| 78.00000 5335.20| 83.00000 5677.20 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 34-0907180 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|WAGNER, E.S. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 802-05701 175.400 m | 30.00000 5262.00| 40.00000 7016.00| 32.67000 5730.32 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0131 802-76025 7.300 m2 | 150.00000 1095.00| 400.00000 2920.00| 192.60000 1405.98 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0132 802-76035 25.200 m2 | 160.00000 4032.00| 170.00000 4284.00| 214.12000 5395.82 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0133 802-96248 76.800 m | 75.00000 5760.00| 55.00000 4224.00| 53.46000 4105.73 POST, WOOD, 100 mm X 100 mm | | | 0134 808-03631 24427.000 m | 1.00000 24427.00| 1.00000 24427.00| 0.95000 23205.65 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0135 808-03632 8020.000 m | 1.00000 8020.00| 1.00000 8020.00| 0.95000 7619.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0136 808-04896 2191.000 m | 1.00000 2191.00| 1.00000 2191.00| 0.95000 2081.45 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0137 808-74805 139.000 m | 27.00000 3753.00| 27.00000 3753.00| 19.60000 2724.40 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0138 808-75998 535.000 EACH| 18.75000 10031.25| 18.75000 10031.25| 18.80000 10058.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0139 715-05841 2.000 EACH| 1485.00000 2970.00| 3200.00000 6400.00| 1425.00000 2850.00 CONCRETE ANCHOR, 1500 mm | | | 0140 715-06004 10.000 EACH| 1.00000 10.00| 2400.00000 24000.00| 800.00000 8000.00 CONCRETE ANCHOR, 1200 mm | | | 0141 715-05842 6.000 EACH| 1000.00000 6000.00| 2100.00000 12600.00| 1000.00000 6000.00 CONCRETE ANCHOR, 1050 mm | | | 0142 715-06492 4.000 EACH| 1250.00000 5000.00| 3100.00000 12400.00| 1300.00000 5200.00 CONCRETE ANCHOR, 1350 mm | | | 0143 205-06934 178.000 Mg | 310.00000 55180.00| 340.00000 60520.00| 380.00000 67640.00 TEMPORARY MULCHING | | | 0144 303-60012 132.900 Mg | 40.00000 5316.00| 20.00000 2658.00| 20.00000 2658.00 AGGREGATE, 2 | | | SECTION TOTALS | $ 16,668,731.74| $ 16,956,000.00| $ 18,565,041.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,668,731.74| $ 16,956,000.00| $ 18,565,041.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-0958970 |FOERTSCH CONSTRUCTION |GRADEX, INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP| 285000.00000 285000.00| 350000.00000 350000.00| 234000.00000 234000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 24.000 MOS | 1500.00000 36000.00| 2500.00000 60000.00| 1900.00000 45600.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 945000.00000 945000.00| 983300.00000 983300.00| 980000.00000 980000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 285855.00000 285855.00| 390000.00000 390000.00| 390000.00000 390000.00 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 1.00000 1.00| 5500.00000 5500.00| 300.00000 300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0006 202-03000 LUMP| 8850.00000 8850.00| 5500.00000 5500.00| 4500.00000 4500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0007 202-03000 LUMP| 1.00000 1.00| 5500.00000 5500.00| 300.00000 300.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0008 202-03000 LUMP| 4500.00000 4500.00| 5500.00000 5500.00| 2900.00000 2900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0009 202-03000 LUMP| 2500.00000 2500.00| 5500.00000 5500.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0010 202-03000 LUMP| 12500.00000 12500.00| 5500.00000 5500.00| 2400.00000 2400.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0011 202-03000 LUMP| 10000.00000 10000.00| 5500.00000 5500.00| 2800.00000 2800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0012 202-03000 LUMP| 2000.00000 2000.00| 5500.00000 5500.00| 1100.00000 1100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0013 202-03000 LUMP| 10000.00000 10000.00| 5500.00000 5500.00| 2800.00000 2800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | 0014 202-03000 LUMP| 1.00000 1.00| 5500.00000 5500.00| 2000.00000 2000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0015 203-02000 1386.000 m3 | 8.00000 11088.00| 12.00000 16632.00| 11.00000 15246.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-0958970 |FOERTSCH CONSTRUCTION |GRADEX, INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-02020 1819099.000 m3 | 3.65000 6639711.35| 3.98000 7240014.02| 3.41000 6203127.59 EXCAVATION, UNCLASSIFIED | | | 0017 203-93444 3420.000 Mg | 19.00000 64980.00| 13.20000 45144.00| 10.00000 34200.00 BACKFILL, ROCK | | | 0018 204-02290 57.000 EACH| 1000.00000 57000.00| 1260.00000 71820.00| 1500.00000 85500.00 SETTLEMENT PLATE | | | 0019 205-03371 1900.000 m3 | 10.00000 19000.00| 11.00000 20900.00| 10.00000 19000.00 SEDIMENT REMOVE | | | 0020 205-06930 92.000 Mg | 22.50000 2070.00| 23.00000 2116.00| 95.00000 8740.00 SPLASHPAD, RIPRAP | | | 0021 205-06931 3659.000 Mg | 25.00000 91475.00| 18.20000 66593.80| 23.00000 84157.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06936 1395.000 Mg | 20.00000 27900.00| 18.20000 25389.00| 23.80000 33201.00 TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 3744.000 m | 6.00000 22464.00| 5.00000 18720.00| 4.46000 16698.24 TEMPORARY SILT FENCE | | | 0024 205-06938 2356.000 m | 25.00000 58900.00| 10.00000 23560.00| 28.00000 65968.00 TEMPORARY SLOPE DRAIN | | | 0025 207-07499 50370.000 m2 | 2.70000 135999.00| 3.20000 161184.00| 5.00000 251850.00 SUBGRADE TREATMENT, TYPE B | | | 0026 207-07502 15207.000 m2 | 2.70000 41058.90| 3.20000 48662.40| 2.90000 44100.30 SUBGRADE TREATMENT, TYPE D | | | 0027 207-07503 471.000 m2 | 10.00000 4710.00| 10.40000 4898.40| 11.50000 5416.50 SUBGRADE TREATMENT, TYPE E | | | 0028 211-07454 56213.000 m3 | 19.00000 1068047.00| 20.15000 1132691.95| 12.35000 694230.55 STRUCTURE BACKFILL | | | 0029 212-06281 146113.000 m3 | 2.05000 299531.65| 2.50000 365282.50| 4.25000 620980.25 STOCKPILED SELECTED MATERIAL | | | 0030 213-52830 500.000 m3 | 110.00000 55000.00| 53.00000 26500.00| 100.00000 50000.00 FLOWABLE MORTAR | | | 0031 301-07448 47977.000 Mg | 17.00000 815609.00| 11.60000 556533.20| 14.00000 671678.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 306-08043 382.000 m2 | 8.00000 3056.00| 9.00000 3438.00| 9.16000 3499.12 MILLING, TRANSITION | | | 0033 401-06264 LUMP| 11000.00000 11000.00| 3000.00000 3000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0034 401-07327 6240.000 Mg | 36.00000 224640.00| 37.00000 230880.00| 37.00000 230880.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0035 401-07397 10508.000 Mg | 31.00000 325748.00| 36.00000 378288.00| 36.00000 378288.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0036 401-07423 24060.000 Mg | 28.50000 685710.00| 31.00000 745860.00| 31.00000 745860.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-0958970 |FOERTSCH CONSTRUCTION |GRADEX, INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 401-07429 13286.000 Mg | 27.00000 358722.00| 30.00000 398580.00| 30.00000 398580.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0038 402-07432 7112.000 Mg | 36.50000 259588.00| 36.00000 256032.00| 36.00000 256032.00 HMA SURFACE, TYPE A | | | 0039 402-07435 2586.000 Mg | 37.50000 96975.00| 34.70000 89734.20| 34.70000 89734.20 HMA INTERMEDIATE, TYPE A | | | 0040 402-07440 16222.000 Mg | 27.00000 437994.00| 32.60000 528837.20| 32.60000 528837.20 HMA BASE, TYPE A | | | 0041 404-05511 3619.000 m2 | 2.35000 8504.65| 1.25000 4523.75| 1.25000 4523.75 SEAL COAT, 2 | | | 0042 404-05514 1516.000 m2 | 5.30000 8034.80| 2.00000 3032.00| 2.00000 3032.00 SEAL COAT, 5 | | | 0043 405-05517 250.000 Mg | 280.00000 70000.00| 320.00000 80000.00| 320.00000 80000.00 ASPHALT FOR PRIME COAT | | | 0044 406-05520 117.000 Mg | 220.00000 25740.00| 190.00000 22230.00| 190.00000 22230.00 ASPHALT FOR TACK COAT | | | 0045 601-94689 2.000 EACH| 2448.00000 4896.00| 2400.00000 4800.00| 2175.00000 4350.00 GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 202.000 m | 44.88000 9065.76| 44.00000 8888.00| 43.76000 8839.52 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 603-06040 18184.000 m | 13.87000 252212.08| 12.70000 230936.80| 18.53000 336949.52 FENCE, FARM FIELD, 1190 mm | | | 0048 606-07484 18582.000 m | 0.71000 13193.22| 1.00000 18582.00| 0.31000 5760.42 MILLED HMA SHOULDER CORRUGATIONS | | | 0049 610-07486 3276.000 Mg | 58.00000 190008.00| 45.00000 147420.00| 45.00000 147420.00 HMA FOR APPROACHES, TYPE A | | | 0050 611-06497 3.000 EACH| 153.00000 459.00| 150.00000 450.00| 175.00000 525.00 MAILBOX ASSEMBLY, SINGLE | | | 0051 611-06498 1.000 EACH| 193.80000 193.80| 190.00000 190.00| 225.00000 225.00 MAILBOX ASSEMBLY, DOUBLE | | | 0052 615-06490 65.000 EACH| 112.20000 7293.00| 110.00000 7150.00| 145.00000 9425.00 RIGHT OF WAY MARKER | | | 0053 615-06505 71.000 EACH| 336.60000 23898.60| 330.00000 23430.00| 400.00000 28400.00 MONUMENT, B | | | 0054 615-06510 17.000 EACH| 204.00000 3468.00| 200.00000 3400.00| 362.00000 6154.00 MONUMENT, C | | | 0055 615-06527 1.000 EACH| 204.00000 204.00| 200.00000 200.00| 370.00000 370.00 MONUMENT, SECTION CORNER | | | 0056 616-02305 2100.000 m3 | 135.00000 283500.00| 135.00000 283500.00| 218.00000 457800.00 GABIONS | | | 0057 616-02320 50500.000 m2 | 1.86000 93930.00| 1.00000 50500.00| 2.00000 101000.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-0958970 |FOERTSCH CONSTRUCTION |GRADEX, INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 616-05688 299.000 Mg | 24.50000 7325.50| 21.00000 6279.00| 26.50000 7923.50 RIPRAP, CLASS 1 | | | 0059 616-05689 5742.000 Mg | 26.00000 149292.00| 26.00000 149292.00| 31.25000 179437.50 RIPRAP, CLASS 2 | | | 0060 616-06405 26050.000 Mg | 21.50000 560075.00| 18.15000 472807.50| 26.00000 677300.00 RIPRAP, REVETMENT | | | 0061 621-01004 5.000 EACH| 550.00000 2750.00| 675.00000 3375.00| 400.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-02770 630.000 m2 | 2.00000 1260.00| 1.75000 1102.50| 1.86000 1171.80 EROSION CONTROL BLANKET | | | 0063 621-04258 62.090 kg | 6.75000 419.11| 6.60000 409.79| 4.40000 273.20 SEED MIXTURE , ANNUAL RYEGRASS | | | 0064 621-04258 3.690 kg | 48.00000 177.12| 52.00000 191.88| 4.95000 18.27 SEED MIXTURE , ORCHARD GRASS | | | 0065 621-04258 1.850 kg | 70.00000 129.50| 72.50000 134.13| 6.05000 11.19 SEED MIXTURE , RED CLOVER | | | 0066 621-04258 3.260 kg | 350.00000 1141.00| 330.00000 1075.80| 88.00000 286.88 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0067 621-04258 0.450 kg | 160.00000 72.00| 155.00000 69.75| 2.64000 1.19 SEED MIXTURE , TIMOTHY | | | 0068 621-06545 66.020 Mg | 455.00000 30039.10| 490.00000 32349.80| 330.00000 21786.60 FERTILIZER | | | 0069 621-06548 561.800 kg | 60.00000 33708.00| 58.00000 32584.40| 61.60000 34606.88 SEED MIXTURE, CV | | | 0070 621-06553 12312.000 kg | 5.50000 67716.00| 5.30000 65253.60| 4.95000 60944.40 SEED MIXTURE, R | | | 0071 621-06557 2916.000 kg | 4.00000 11664.00| 4.10000 11955.60| 2.75000 8019.00 SEED MIXTURE, T | | | 0072 621-06565 441.690 Mg | 350.00000 154591.50| 375.00000 165633.75| 308.00000 136040.52 MULCHING MATERIAL | | | 0073 621-06567 733.000 kL | 1.00000 733.00| 1.00000 733.00| 1.30000 952.90 WATER | | | 0074 621-06574 40721.000 m2 | 3.00000 122163.00| 2.90000 118090.90| 3.92000 159626.32 SODDING | | | 0075 621-07109 LUMP| 2500.00000 2500.00| 2200.00000 2200.00| 500.00000 500.00 WATER PUMPING | | | 0076 622-52436 30.000 EACH| 21.42000 642.60| 29.00000 870.00| 38.50000 1155.00 SIGN, DO NOT MOW OR SPRAY | | | 0077 622-91786 4620.000 EACH| 3.90000 18018.00| 4.10000 18942.00| 4.00000 18480.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-0958970 |FOERTSCH CONSTRUCTION |GRADEX, INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 622-91786 250.000 EACH| 28.00000 7000.00| 26.55000 6637.50| 28.00000 7000.00 SEEDLING , 3 GALLON CONTAINER GROWN | | | 0079 714-01634 116.000 m | 1050.00000 121800.00| 1091.00000 126556.00| 1490.00000 172840.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0080 714-06172 22.000 m | 2400.00000 52800.00| 2648.00000 58256.00| 3185.00000 70070.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1200 mm | | | 0081 714-06278 55.000 m | 1300.00000 71500.00| 1472.00000 80960.00| 1920.00000 105600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm X 1200 mm | | | 0082 714-06660 149.000 m2 | 1213.50000 180811.50| 1057.00000 157493.00| 584.00000 87016.00 WINGWALL | | | 0083 714-26702 101.000 m | 1000.00000 101000.00| 929.00000 93829.00| 1290.00000 130290.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0084 714-26703 139.000 m | 1050.00000 145950.00| 1065.00000 148035.00| 1490.00000 207110.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0085 714-26704 185.000 m | 1275.00000 235875.00| 1257.00000 232545.00| 1880.00000 347800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1500 mm | | | 0086 714-26708 228.000 m | 1500.00000 342000.00| 1498.00000 341544.00| 1710.00000 389880.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0087 714-26717 190.000 m | 2100.00000 399000.00| 2125.00000 403750.00| 2715.00000 515850.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0088 714-26724 81.000 m | 2150.00000 174150.00| 2600.00000 210600.00| 3165.00000 256365.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0089 714-99348 234.000 m | 1000.00000 234000.00| 975.00000 228150.00| 1354.00000 316836.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0093 715-05048 19470.000 m | 9.00000 175230.00| 8.88000 172893.60| 6.60000 128502.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0094 715-05053 2132.000 m | 30.00000 63960.00| 39.00000 83148.00| 32.80000 69929.60 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0095 715-05119 79.000 m | 40.00000 3160.00| 84.00000 6636.00| 133.00000 10507.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0096 715-05123 305.000 m | 90.00000 27450.00| 124.00000 37820.00| 223.00000 68015.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-0958970 |FOERTSCH CONSTRUCTION |GRADEX, INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05125 70.000 m | 125.00000 8750.00| 160.00000 11200.00| 250.00000 17500.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0098 715-05127 37.000 m | 315.00000 11655.00| 250.00000 9250.00| 461.00000 17057.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0099 715-05128 247.000 m | 342.50000 84597.50| 324.00000 80028.00| 474.00000 117078.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0100 715-05129 75.000 m | 368.00000 27600.00| 341.00000 25575.00| 535.00000 40125.00 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0101 715-05133 44.000 m | 465.00000 20460.00| 428.00000 18832.00| 610.00000 26840.00 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0102 715-05169 343.000 m | 40.00000 13720.00| 84.00000 28812.00| 97.00000 33271.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0103 715-05171 50.000 m | 80.00000 4000.00| 98.00000 4900.00| 106.00000 5300.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0104 715-05173 241.000 m | 90.00000 21690.00| 125.00000 30125.00| 185.00000 44585.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0105 715-05175 22.000 m | 125.00000 2750.00| 188.00000 4136.00| 212.00000 4664.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0106 715-05177 100.000 m | 150.00000 15000.00| 219.00000 21900.00| 240.00000 24000.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0107 715-05178 38.000 m | 315.00000 11970.00| 250.00000 9500.00| 430.00000 16340.00 PIPE, TYPE 3, CIRCULAR, 1050 mm | | | 0108 715-05187 97.000 m | 368.00000 35696.00| 432.00000 41904.00| 600.00000 58200.00 PIPE, TYPE 3, CIRCULAR, 1350 mm | | | 0109 715-05366 17.000 m | 176.00000 2992.00| 340.00000 5780.00| 234.00000 3978.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0110 715-46005 38.000 EACH| 200.00000 7600.00| 275.00000 10450.00| 475.00000 18050.00 PIPE END SECTION, 375 mm | | | 0111 715-46010 6.000 EACH| 260.00000 1560.00| 310.00000 1860.00| 580.00000 3480.00 PIPE END SECTION, 450 mm | | | 0112 715-46020 28.000 EACH| 290.00000 8120.00| 435.00000 12180.00| 545.00000 15260.00 PIPE END SECTION, 600 mm | | | 0113 715-46030 6.000 EACH| 425.00000 2550.00| 540.00000 3240.00| 628.00000 3768.00 PIPE END SECTION, 750 mm | | | 0114 715-46040 6.000 EACH| 650.00000 3900.00| 645.00000 3870.00| 750.00000 4500.00 PIPE END SECTION, 900 mm | | | 0116 718-06528 207.000 EACH| 530.00000 109710.00| 500.00000 103500.00| 541.00000 111987.00 OUTLET PROTECTOR, 1 | | | 0117 718-06529 5.000 EACH| 600.00000 3000.00| 415.00000 2075.00| 538.00000 2690.00 OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-0958970 |FOERTSCH CONSTRUCTION |GRADEX, INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 718-06531 3.000 EACH| 650.00000 1950.00| 500.00000 1500.00| 538.00000 1614.00 OUTLET PROTECTOR, 3 | | | 0119 718-06532 2000.000 m | 3.10000 6200.00| 3.15000 6300.00| 3.30000 6600.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0120 718-52610 6585.000 m3 | 26.00000 171210.00| 25.00000 164625.00| 28.40000 187014.00 AGGREGATE FOR UNDERDRAINS | | | 0121 718-99153 52013.000 m2 | 1.10000 57214.30| 0.70000 36409.10| 0.80000 41610.40 GEOTEXTILES FOR UNDERDRAIN | | | 0122 801-04308 25.000 EACH| 402.90000 10072.50| 650.00000 16250.00| 450.00000 11250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0123 801-06203 989.000 m | 0.96000 949.44| 1.10000 1087.90| 1.10000 1087.90 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0124 801-06207 115.000 m | 3.32000 381.80| 5.00000 575.00| 6.53000 750.95 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0125 801-06640 10.000 EACH| 270.30000 2703.00| 225.00000 2250.00| 260.00000 2600.00 CONSTRUCTION SIGN, A | | | 0126 801-06645 5.000 EACH| 51.00000 255.00| 65.00000 325.00| 50.00000 250.00 CONSTRUCTION SIGN, B | | | 0127 801-06775 LUMP| 85000.00000 85000.00| 180000.00000 180000.00| 175000.00000 175000.00 MAINTAINING TRAFFIC | | | 0128 801-07118 133.200 m | 68.93000 9181.48| 42.00000 5594.40| 65.00000 8658.00 BARRICADE, III-A | | | 0129 801-07119 68.400 m | 79.56000 5441.90| 45.00000 3078.00| 75.00000 5130.00 BARRICADE, III-B | | | 0130 802-05701 175.400 m | 35.94000 6303.88| 30.00000 5262.00| 35.15000 6165.31 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0131 802-76025 7.300 m2 | 196.45000 1434.09| 200.00000 1460.00| 237.00000 1730.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0132 802-76035 25.200 m2 | 218.40000 5503.68| 250.00000 6300.00| 164.00000 4132.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0133 802-96248 76.800 m | 54.53000 4187.90| 60.00000 4608.00| 42.00000 3225.60 POST, WOOD, 100 mm X 100 mm | | | 0134 808-03631 24427.000 m | 1.02000 24915.54| 0.95000 23205.65| 0.95000 23205.65 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0135 808-03632 8020.000 m | 1.02000 8180.40| 0.95000 7619.00| 0.95000 7619.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0136 808-04896 2191.000 m | 1.02000 2234.82| 0.95000 2081.45| 0.95000 2081.45 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-0958970 |FOERTSCH CONSTRUCTION |GRADEX, INC. |LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 808-74805 139.000 m | 27.54000 3828.06| 19.60000 2724.40| 19.60000 2724.40 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0138 808-75998 535.000 EACH| 19.64000 10507.40| 18.80000 10058.00| 18.75000 10031.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0139 715-05841 2.000 EACH| 863.71000 1727.42| 1615.00000 3230.00| 1765.00000 3530.00 CONCRETE ANCHOR, 1500 mm | | | 0140 715-06004 10.000 EACH| 832.00000 8320.00| 0.10000 1.00| 1765.00000 17650.00 CONCRETE ANCHOR, 1200 mm | | | 0141 715-05842 6.000 EACH| 768.00000 4608.00| 1400.00000 8400.00| 1765.00000 10590.00 CONCRETE ANCHOR, 1050 mm | | | 0142 715-06492 4.000 EACH| 850.00000 3400.00| 1500.00000 6000.00| 1875.00000 7500.00 CONCRETE ANCHOR, 1350 mm | | | 0143 205-06934 178.000 Mg | 382.50000 68085.00| 375.00000 66750.00| 308.00000 54824.00 TEMPORARY MULCHING | | | 0144 303-60012 132.900 Mg | 22.00000 2923.80| 24.00000 3189.60| 28.00000 3721.20 AGGREGATE, 2 | | | SECTION TOTALS | $ 18,818,928.65| $ 19,659,027.22| $ 19,789,622.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,818,928.65| $ 19,659,027.22| $ 19,789,622.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1875662 | |WALSH CONSTR CO. OF ILL |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP| 715439.62000 715439.62| 550000.00000 550000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 24.000 MOS | 1525.00000 36600.00| 1900.00000 45600.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 975000.00000 975000.00| 1150000.00000 1150000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 395000.00000 395000.00| 600000.00000 600000.00| CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 12 | | | 0006 202-03000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 15 | | | 0007 202-03000 LUMP| 10000.00000 10000.00| 100.00000 100.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0008 202-03000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0009 202-03000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0010 202-03000 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 25 | | | 0011 202-03000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 35 | | | 0012 202-03000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0013 202-03000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 47 | | | 0014 202-03000 LUMP| 10000.00000 10000.00| 100.00000 100.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0015 203-02000 1386.000 m3 | 15.00000 20790.00| 16.50000 22869.00| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1875662 | |WALSH CONSTR CO. OF ILL |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 203-02020 1819099.000 m3 | 4.50000 8185945.50| 4.40000 8004035.60| EXCAVATION, UNCLASSIFIED | | | 0017 203-93444 3420.000 Mg | 15.00000 51300.00| 15.50000 53010.00| BACKFILL, ROCK | | | 0018 204-02290 57.000 EACH| 550.00000 31350.00| 3150.00000 179550.00| SETTLEMENT PLATE | | | 0019 205-03371 1900.000 m3 | 18.00000 34200.00| 6.60000 12540.00| SEDIMENT REMOVE | | | 0020 205-06930 92.000 Mg | 40.00000 3680.00| 32.50000 2990.00| SPLASHPAD, RIPRAP | | | 0021 205-06931 3659.000 Mg | 18.00000 65862.00| 22.50000 82327.50| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0022 205-06936 1395.000 Mg | 35.00000 48825.00| 27.00000 37665.00| TEMPORARY SEDIMENT TRAP | | | 0023 205-06937 3744.000 m | 7.00000 26208.00| 4.25000 15912.00| TEMPORARY SILT FENCE | | | 0024 205-06938 2356.000 m | 40.00000 94240.00| 20.00000 47120.00| TEMPORARY SLOPE DRAIN | | | 0025 207-07499 50370.000 m2 | 5.50000 277035.00| 5.25000 264442.50| SUBGRADE TREATMENT, TYPE B | | | 0026 207-07502 15207.000 m2 | 4.25000 64629.75| 3.50000 53224.50| SUBGRADE TREATMENT, TYPE D | | | 0027 207-07503 471.000 m2 | 4.25000 2001.75| 3.50000 1648.50| SUBGRADE TREATMENT, TYPE E | | | 0028 211-07454 56213.000 m3 | 9.00000 505917.00| 30.50000 1714496.50| STRUCTURE BACKFILL | | | 0029 212-06281 146113.000 m3 | 0.50000 73056.50| 6.50000 949734.50| STOCKPILED SELECTED MATERIAL | | | 0030 213-52830 500.000 m3 | 75.00000 37500.00| 75.00000 37500.00| FLOWABLE MORTAR | | | 0031 301-07448 47977.000 Mg | 11.00000 527747.00| 16.00000 767632.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 306-08043 382.000 m2 | 11.00000 4202.00| 9.00000 3438.00| MILLING, TRANSITION | | | 0033 401-06264 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0034 401-07327 6240.000 Mg | 33.50000 209040.00| 38.00000 237120.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 m | | | 0035 401-07397 10508.000 Mg | 32.50000 341510.00| 33.00000 346764.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0036 401-07423 24060.000 Mg | 29.50000 709770.00| 30.00000 721800.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1875662 | |WALSH CONSTR CO. OF ILL |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 401-07429 13286.000 Mg | 28.00000 372008.00| 28.50000 378651.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0038 402-07432 7112.000 Mg | 37.00000 263144.00| 38.25000 272034.00| HMA SURFACE, TYPE A | | | 0039 402-07435 2586.000 Mg | 38.00000 98268.00| 39.00000 100854.00| HMA INTERMEDIATE, TYPE A | | | 0040 402-07440 16222.000 Mg | 27.50000 446105.00| 28.50000 462327.00| HMA BASE, TYPE A | | | 0041 404-05511 3619.000 m2 | 3.00000 10857.00| 2.50000 9047.50| SEAL COAT, 2 | | | 0042 404-05514 1516.000 m2 | 5.50000 8338.00| 5.50000 8338.00| SEAL COAT, 5 | | | 0043 405-05517 250.000 Mg | 290.00000 72500.00| 285.00000 71250.00| ASPHALT FOR PRIME COAT | | | 0044 406-05520 117.000 Mg | 225.00000 26325.00| 225.00000 26325.00| ASPHALT FOR TACK COAT | | | 0045 601-94689 2.000 EACH| 2400.00000 4800.00| 2500.00000 5000.00| GUARDRAIL END TREATMENT, OS | | | 0046 601-99105 202.000 m | 44.00000 8888.00| 45.00000 9090.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 603-06040 18184.000 m | 13.00000 236392.00| 16.00000 290944.00| FENCE, FARM FIELD, 1190 mm | | | 0048 606-07484 18582.000 m | 1.00000 18582.00| 1.00000 18582.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0049 610-07486 3276.000 Mg | 60.00000 196560.00| 59.00000 193284.00| HMA FOR APPROACHES, TYPE A | | | 0050 611-06497 3.000 EACH| 150.00000 450.00| 175.00000 525.00| MAILBOX ASSEMBLY, SINGLE | | | 0051 611-06498 1.000 EACH| 190.00000 190.00| 200.00000 200.00| MAILBOX ASSEMBLY, DOUBLE | | | 0052 615-06490 65.000 EACH| 200.00000 13000.00| 115.00000 7475.00| RIGHT OF WAY MARKER | | | 0053 615-06505 71.000 EACH| 400.00000 28400.00| 350.00000 24850.00| MONUMENT, B | | | 0054 615-06510 17.000 EACH| 300.00000 5100.00| 210.00000 3570.00| MONUMENT, C | | | 0055 615-06527 1.000 EACH| 200.00000 200.00| 210.00000 210.00| MONUMENT, SECTION CORNER | | | 0056 616-02305 2100.000 m3 | 88.00000 184800.00| 85.00000 178500.00| GABIONS | | | 0057 616-02320 50500.000 m2 | 1.00000 50500.00| 3.20000 161600.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1875662 | |WALSH CONSTR CO. OF ILL |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 616-05688 299.000 Mg | 25.00000 7475.00| 24.00000 7176.00| RIPRAP, CLASS 1 | | | 0059 616-05689 5742.000 Mg | 25.00000 143550.00| 28.00000 160776.00| RIPRAP, CLASS 2 | | | 0060 616-06405 26050.000 Mg | 20.00000 521000.00| 21.00000 547050.00| RIPRAP, REVETMENT | | | 0061 621-01004 5.000 EACH| 450.00000 2250.00| 750.00000 3750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-02770 630.000 m2 | 4.00000 2520.00| 1.80000 1134.00| EROSION CONTROL BLANKET | | | 0063 621-04258 62.090 kg | 8.00000 496.72| 6.75000 419.11| SEED MIXTURE , ANNUAL RYEGRASS | | | 0064 621-04258 3.690 kg | 9.00000 33.21| 53.00000 195.57| SEED MIXTURE , ORCHARD GRASS | | | 0065 621-04258 1.850 kg | 125.00000 231.25| 75.00000 138.75| SEED MIXTURE , RED CLOVER | | | 0066 621-04258 3.260 kg | 125.00000 407.50| 340.00000 1108.40| SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0067 621-04258 0.450 kg | 125.00000 56.25| 160.00000 72.00| SEED MIXTURE , TIMOTHY | | | 0068 621-06545 66.020 Mg | 340.00000 22446.80| 500.00000 33010.00| FERTILIZER | | | 0069 621-06548 561.800 kg | 70.00000 39326.00| 60.00000 33708.00| SEED MIXTURE, CV | | | 0070 621-06553 12312.000 kg | 7.00000 86184.00| 5.15000 63406.80| SEED MIXTURE, R | | | 0071 621-06557 2916.000 kg | 4.00000 11664.00| 4.25000 12393.00| SEED MIXTURE, T | | | 0072 621-06565 441.690 Mg | 325.00000 143549.25| 365.00000 161216.85| MULCHING MATERIAL | | | 0073 621-06567 733.000 kL | 1.30000 952.90| 1.00000 733.00| WATER | | | 0074 621-06574 40721.000 m2 | 3.50000 142523.50| 3.00000 122163.00| SODDING | | | 0075 621-07109 LUMP| 9100.00000 9100.00| 2800.00000 2800.00| WATER PUMPING | | | 0076 622-52436 30.000 EACH| 30.00000 900.00| 30.00000 900.00| SIGN, DO NOT MOW OR SPRAY | | | 0077 622-91786 4620.000 EACH| 5.00000 23100.00| 4.00000 18480.00| SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1875662 | |WALSH CONSTR CO. OF ILL |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 622-91786 250.000 EACH| 35.00000 8750.00| 27.00000 6750.00| SEEDLING , 3 GALLON CONTAINER GROWN | | | 0079 714-01634 116.000 m | 1000.00000 116000.00| 1220.00000 141520.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm x 1200 mm | | | 0080 714-06172 22.000 m | 2400.00000 52800.00| 2930.00000 64460.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 1200 mm | | | 0081 714-06278 55.000 m | 1400.00000 77000.00| 1700.00000 93500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm X 1200 mm | | | 0082 714-06660 149.000 m2 | 360.00000 53640.00| 700.00000 104300.00| WINGWALL | | | 0083 714-26702 101.000 m | 825.00000 83325.00| 1100.00000 111100.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0084 714-26703 139.000 m | 925.00000 128575.00| 1200.00000 166800.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0085 714-26704 185.000 m | 1200.00000 222000.00| 1460.00000 270100.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1500 mm | | | 0086 714-26708 228.000 m | 1300.00000 296400.00| 1500.00000 342000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0087 714-26717 190.000 m | 2300.00000 437000.00| 2350.00000 446500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0088 714-26724 81.000 m | 2600.00000 210600.00| 2900.00000 234900.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0089 714-99348 234.000 m | 900.00000 210600.00| 1200.00000 280800.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0093 715-05048 19470.000 m | 6.00000 116820.00| 8.25000 160627.50| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0094 715-05053 2132.000 m | 60.00000 127920.00| 50.30000 107239.60| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0095 715-05119 79.000 m | 115.00000 9085.00| 135.00000 10665.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0096 715-05123 305.000 m | 115.00000 35075.00| 200.00000 61000.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1875662 | |WALSH CONSTR CO. OF ILL |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05125 70.000 m | 140.00000 9800.00| 225.00000 15750.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0098 715-05127 37.000 m | 280.00000 10360.00| 110.00000 4070.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0099 715-05128 247.000 m | 325.00000 80275.00| 460.00000 113620.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0100 715-05129 75.000 m | 325.00000 24375.00| 570.00000 42750.00| PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0101 715-05133 44.000 m | 500.00000 22000.00| 520.00000 22880.00| PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0102 715-05169 343.000 m | 75.00000 25725.00| 135.00000 46305.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0103 715-05171 50.000 m | 80.00000 4000.00| 140.00000 7000.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0104 715-05173 241.000 m | 125.00000 30125.00| 160.00000 38560.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0105 715-05175 22.000 m | 150.00000 3300.00| 245.00000 5390.00| PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0106 715-05177 100.000 m | 225.00000 22500.00| 295.00000 29500.00| PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0107 715-05178 38.000 m | 275.00000 10450.00| 350.00000 13300.00| PIPE, TYPE 3, CIRCULAR, 1050 mm | | | 0108 715-05187 97.000 m | 410.00000 39770.00| 520.00000 50440.00| PIPE, TYPE 3, CIRCULAR, 1350 mm | | | 0109 715-05366 17.000 m | 160.00000 2720.00| 315.00000 5355.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0110 715-46005 38.000 EACH| 190.00000 7220.00| 365.00000 13870.00| PIPE END SECTION, 375 mm | | | 0111 715-46010 6.000 EACH| 200.00000 1200.00| 415.00000 2490.00| PIPE END SECTION, 450 mm | | | 0112 715-46020 28.000 EACH| 300.00000 8400.00| 440.00000 12320.00| PIPE END SECTION, 600 mm | | | 0113 715-46030 6.000 EACH| 375.00000 2250.00| 650.00000 3900.00| PIPE END SECTION, 750 mm | | | 0114 715-46040 6.000 EACH| 560.00000 3360.00| 775.00000 4650.00| PIPE END SECTION, 900 mm | | | 0116 718-06528 207.000 EACH| 640.00000 132480.00| 535.00000 110745.00| OUTLET PROTECTOR, 1 | | | 0117 718-06529 5.000 EACH| 643.00000 3215.00| 500.00000 2500.00| OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1875662 | |WALSH CONSTR CO. OF ILL |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 718-06531 3.000 EACH| 645.00000 1935.00| 465.00000 1395.00| OUTLET PROTECTOR, 3 | | | 0119 718-06532 2000.000 m | 4.00000 8000.00| 3.10000 6200.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0120 718-52610 6585.000 m3 | 24.00000 158040.00| 31.50000 207427.50| AGGREGATE FOR UNDERDRAINS | | | 0121 718-99153 52013.000 m2 | 1.00000 52013.00| 1.00000 52013.00| GEOTEXTILES FOR UNDERDRAIN | | | 0122 801-04308 25.000 EACH| 500.00000 12500.00| 410.00000 10250.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0123 801-06203 989.000 m | 3.00000 2967.00| 1.00000 989.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0124 801-06207 115.000 m | 5.00000 575.00| 3.50000 402.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0125 801-06640 10.000 EACH| 400.00000 4000.00| 270.00000 2700.00| CONSTRUCTION SIGN, A | | | 0126 801-06645 5.000 EACH| 200.00000 1000.00| 55.00000 275.00| CONSTRUCTION SIGN, B | | | 0127 801-06775 LUMP| 100000.00000 100000.00| 250000.00000 250000.00| MAINTAINING TRAFFIC | | | 0128 801-07118 133.200 m | 90.00000 11988.00| 70.00000 9324.00| BARRICADE, III-A | | | 0129 801-07119 68.400 m | 125.00000 8550.00| 85.00000 5814.00| BARRICADE, III-B | | | 0130 802-05701 175.400 m | 45.00000 7893.00| 35.00000 6139.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0131 802-76025 7.300 m2 | 400.00000 2920.00| 200.00000 1460.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0132 802-76035 25.200 m2 | 300.00000 7560.00| 225.00000 5670.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0133 802-96248 76.800 m | 15.00000 1152.00| 60.00000 4608.00| POST, WOOD, 100 mm X 100 mm | | | 0134 808-03631 24427.000 m | 1.00000 24427.00| 1.00000 24427.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0135 808-03632 8020.000 m | 1.00000 8020.00| 1.00000 8020.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0136 808-04896 2191.000 m | 1.00000 2191.00| 1.00000 2191.00| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 141 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,999,647.03 ROUTE : 145 CALL ORDER : 141 CONTRACT ID : R -27205-A COUNTIES : CRAWFORD PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2231526 |(8) 35-1875662 | |WALSH CONSTR CO. OF ILL |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 808-74805 139.000 m | 20.00000 2780.00| 25.00000 3475.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0138 808-75998 535.000 EACH| 20.00000 10700.00| 19.00000 10165.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0139 715-05841 2.000 EACH| 800.00000 1600.00| 1150.00000 2300.00| CONCRETE ANCHOR, 1500 mm | | | 0140 715-06004 10.000 EACH| 600.00000 6000.00| 1120.00000 11200.00| CONCRETE ANCHOR, 1200 mm | | | 0141 715-05842 6.000 EACH| 600.00000 3600.00| 1100.00000 6600.00| CONCRETE ANCHOR, 1050 mm | | | 0142 715-06492 4.000 EACH| 700.00000 2800.00| 1400.00000 5600.00| CONCRETE ANCHOR, 1350 mm | | | 0143 205-06934 178.000 Mg | 300.00000 53400.00| 385.00000 68530.00| TEMPORARY MULCHING | | | 0144 303-60012 132.900 Mg | 35.00000 4651.50| 28.00000 3721.20| AGGREGATE, 2 | | | SECTION TOTALS | $ 19,882,400.00| $ 23,242,459.88| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,882,400.00| $ 23,242,459.88| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/19/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0703248 0703248 0703248 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 3,520,713.71 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,727,592.16 105.8760% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 3,732,614.83 106.0186% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,734,615.69 106.0755% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 3,867,931.95 109.8621% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,953,891.45 112.3036% 7 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 4,448,820.70 126.3613% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 05-0558668 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP| 36180.00000 36180.00| 34751.37000 34751.37| 25229.82000 25229.82 CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 1455.41000 21831.15| 2781.55000 41723.25| 1320.00000 19800.00 FIELD OFFICE, C | | | 0003 108-01614 LUMP| 6001.10000 6001.10| 4913.20000 4913.20| 2460.49000 2460.49 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 176935.69000 176935.69| 186025.00000 186025.00| 188280.74000 188280.74 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 12634.51000 12634.51| 145467.29000 145467.29| 21678.53000 21678.53 CLEARING RIGHT OF WAY | | | 0006 202-02240 67.000 SYS | 8.19000 548.73| 31.63000 2119.21| 21.23000 1422.41 PAVEMENT REMOVAL | | | 0007 202-02241 122.000 LFT | 2.16000 263.52| 2.08000 253.76| 2.00000 244.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 133714.45000 133714.45| 97606.60000 97606.60| 210493.16000 210493.16 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 525.000 SYS | 18.31000 9612.75| 9.14000 4798.50| 2.96000 1554.00 SLOPEWALL, REMOVE | | | 0010 202-96070 2.000 EACH| 2700.00000 5400.00| 2593.38000 5186.76| 1500.00000 3000.00 HIGH MAST TOWER, REMOVE | | | 0011 203-02000 7895.000 CYS | 9.89000 78081.55| 6.14000 48475.30| 17.12000 135162.40 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 05-0558668 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02070 12046.000 CYS | 9.23000 111184.58| 10.00000 120460.00| 6.82000 82153.72 BORROW | | | 0013 205-06935 1.000 EACH| 5764.66000 5764.66| 5178.48000 5178.48| 11173.62000 11173.62 TEMPORARY SEDIMENT BASIN , 1 | | | 0014 206-51230 939.000 CYS | 50.64000 47550.96| 17.02000 15981.78| 10.03000 9418.17 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-07500 7142.000 SYS | 5.81000 41495.02| 4.23000 30210.66| 3.60000 25711.20 SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 90.000 CYS | 38.73000 3485.70| 63.23000 5690.70| 40.47000 3642.30 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 469.000 CYS | 26.64000 12494.16| 34.66000 16255.54| 23.38000 10965.22 STRUCTURE BACKFILL | | | 0018 301-07448 1101.000 TON | 18.79000 20687.79| 20.22000 22262.22| 18.86000 20764.86 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 98.600 CYS | 32.50000 3204.50| 66.69000 6575.63| 31.43000 3099.00 DENSE GRADED SUBBASE | | | 0020 401-06264 LUMP| 362.72000 362.72| 1000.00000 1000.00| 2200.00000 2200.00 PROFILOGRAPH, HMA | | | 0021 402-07433 1624.000 TON | 45.36000 73664.64| 42.00000 68208.00| 41.00000 66584.00 HMA SURFACE, TYPE B | | | 0022 402-07438 1268.000 TON | 54.00000 68472.00| 50.00000 63400.00| 40.00000 50720.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 3147.600 TON | 28.25000 88919.70| 32.50000 102297.00| 34.25000 107805.30 HMA BASE, TYPE B | | | 0024 405-05517 9.800 TON | 486.44000 4767.11| 523.28000 5128.14| 375.00000 3675.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 7.500 TON | 179.46000 1345.95| 193.07000 1448.03| 180.00000 1350.00 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1274.40000 5097.60| 1224.08000 4896.32| 1180.00000 4720.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02103 68.800 LFT | 15.66000 1077.41| 15.04000 1034.75| 14.50000 997.60 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0028 601-05586 1.000 EACH| 1776.60000 1776.60| 1706.45000 1706.45| 1645.00000 1645.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0029 601-06233 2.000 EACH| 8262.00000 16524.00| 7935.76000 15871.52| 7650.00000 15300.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0030 601-07023 2.000 EACH| 3564.00000 7128.00| 3423.27000 6846.54| 3300.00000 6600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-07024 4.000 EACH| 4536.00000 18144.00| 4356.89000 17427.56| 4200.00000 16800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 05-0558668 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-94689 9.000 EACH| 2133.00000 19197.00| 2048.78000 18439.02| 1975.00000 17775.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-97774 2.000 EACH| 1080.00000 2160.00| 1037.35000 2074.70| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0034 601-99105 1337.500 LFT | 10.58000 14150.75| 10.17000 13602.38| 9.80000 13107.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99132 2.000 EACH| 108.00000 216.00| 103.73000 207.46| 100.00000 200.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0036 602-06639 804.000 LFT | 19.60000 15758.40| 28.18000 22656.72| 15.00000 12060.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06646 1684.000 LFT | 16.26000 27381.84| 12.48000 21016.32| 13.00000 21892.00 TEMPORARY CONCRETE BARRIER | | | 0038 610-06259 615.400 SYS | 48.40000 29785.36| 57.42000 35336.27| 45.93000 28265.32 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0039 615-06527 2.000 EACH| 642.60000 1285.20| 617.23000 1234.46| 101.85000 203.70 MONUMENT, SECTION CORNER | | | 0040 616-02320 599.000 SYS | 3.10000 1856.90| 2.56000 1533.44| 2.06000 1233.94 GEOTEXTILES | | | 0041 616-06405 1406.000 TON | 24.96000 35093.76| 28.24000 39705.44| 14.91000 20963.46 RIPRAP, REVETMENT | | | 0042 621-01004 4.000 EACH| 324.00000 1296.00| 695.02000 2780.08| 300.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 1.800 TON | 351.00000 631.80| 529.05000 952.29| 325.00000 585.00 FERTILIZER | | | 0044 621-06554 668.000 LBS | 3.13000 2090.84| 4.72000 3152.96| 2.90000 1937.20 SEED MIXTURE, U | | | 0045 621-06557 334.000 LBS | 1.94000 647.96| 3.99000 1332.66| 1.80000 601.20 SEED MIXTURE, T | | | 0046 621-06565 8.900 TON | 442.80000 3940.92| 414.94000 3692.97| 410.00000 3649.00 MULCHING MATERIAL | | | 0047 621-06567 0.400 MG | 2.16000 0.86| 1.05000 0.42| 2.00000 0.80 WATER | | | 0048 621-06574 93.000 SYS | 17.82000 1657.26| 9.08000 844.44| 16.50000 1534.50 SODDING | | | 0049 701-51195 4921.000 LFT | 27.76000 136606.96| 30.92000 152157.32| 32.78000 161310.38 PILE, STEEL H, HP 12 X 53 | | | 0050 702-51005 480.500 CYS | 384.90000 184944.45| 475.00000 228237.50| 384.45000 184728.23 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 05-0558668 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 702-51015 208.700 CYS | 281.99000 58851.31| 475.00000 99132.50| 185.34000 38680.46 CONCRETE, B, FOOTINGS | | | 0052 702-51110 644.000 LBS | 1.95000 1255.80| 2.64000 1700.16| 1.42000 914.48 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0053 702-51863 1169.000 EACH| 6.85000 8007.65| 6.84000 7995.96| 2.22000 2595.18 FIELD DRILLED HOLE IN CONCRETE | | | 0054 703-51030 57295.000 LBS | 0.57000 32658.15| 0.57000 32658.15| 0.61000 34949.95 REINFORCING STEEL | | | 0055 703-51032 307969.000 LBS | 0.67000 206339.23| 0.66000 203259.54| 0.67000 206339.23 REINFORCING STEEL, EPOXY COATED | | | 0056 703-97703 40.000 EACH| 24.69000 987.60| 24.77000 990.80| 23.72000 948.80 THREADED BAR SPLICE, EPOXY COATED | | | 0057 704-51002 697.500 CYS | 393.31000 274333.73| 475.00000 331312.50| 527.08000 367638.30 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-06342 504.000 LFT | 57.24000 28848.96| 60.35000 30416.40| 53.00000 26712.00 RAILING, PS-1 | | | 0059 706-06353 4.000 EACH| 1944.00000 7776.00| 1867.24000 7468.96| 1057.10000 4228.40 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0060 706-51020 30.200 CYS | 410.40000 12394.08| 431.13000 13020.13| 454.06000 13712.61 CONCRETE, C, RAILING | | | 0061 709-51821 LUMP| 3123.36000 3123.36| 2999.48000 2999.48| 2891.47000 2891.47 SURFACE SEAL | | | 0062 711-51038 LUMP| 489118.32000 489118.32| 430000.00000 430000.00| 630562.47000 630562.47 STRUCTURAL STEEL | | | 0063 714-99072 LUMP| 489106.85000 489106.85| 419756.78000 419756.78| 398178.98000 398178.98 TIEBACK WALL | | | 0064 715-05048 442.000 LFT | 7.82000 3456.44| 8.61000 3805.62| 5.42000 2395.64 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0065 715-05053 80.000 LFT | 7.82000 625.60| 13.60000 1088.00| 16.60000 1328.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0066 715-05119 52.000 LFT | 31.94000 1660.88| 32.69000 1699.88| 24.44000 1270.88 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0067 715-05407 264.000 LFT | 13.22000 3490.08| 5.40000 1425.60| 4.50000 1188.00 PIPE, END BENT DRAIN, 6 IN. | | | 0068 715-92537 120.000 LFT | 28.28000 3393.60| 3.53000 423.60| 13.72000 1646.40 PIPE, PVC, 8 IN. | | | 0069 718-06528 2.000 EACH| 352.53000 705.06| 1138.62000 2277.24| 332.08000 664.16 OUTLET PROTECTOR, 1 | | | 0070 718-52610 24.400 CYS | 56.57000 1380.31| 192.27000 4691.39| 30.61000 746.88 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 05-0558668 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 718-99153 221.000 SYS | 2.83000 625.43| 2.67000 590.07| 2.06000 455.26 GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-45075 2.000 EACH| 1250.40000 2500.80| 1285.72000 2571.44| 1737.62000 3475.24 INLET, R13 | | | 0073 722-51842 2886.100 SYS | 30.77000 88805.30| 33.76000 97434.74| 27.52000 79425.47 BRIDGE DECK OVERLAY | | | 0074 726-93525 22.000 EACH| 665.19000 14634.18| 955.92000 21030.24| 654.66000 14402.52 BEARING ASSEMBLY, II | | | 0075 726-96576 11.000 EACH| 852.03000 9372.33| 803.57000 8839.27| 855.09000 9405.99 BEARING ASSEMBLY, FIXED | | | 0076 731-93947 441.000 LFT | 16.13000 7113.33| 11.80000 5203.80| 14.67000 6469.47 LEVELING PAD, CONCRETE | | | 0077 801-06203 5420.000 LFT | 0.32000 1734.40| 0.31000 1680.20| 0.30000 1626.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0078 801-06216 120.000 LFT | 0.70000 84.00| 0.67000 80.40| 0.65000 78.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0079 801-06640 40.000 EACH| 85.32000 3412.80| 81.95000 3278.00| 79.00000 3160.00 CONSTRUCTION SIGN, A | | | 0080 801-06645 8.000 EACH| 34.15000 273.20| 32.80000 262.40| 31.62000 252.96 CONSTRUCTION SIGN, B | | | 0081 801-06775 LUMP| 33099.23000 33099.23| 48362.40000 48362.40| 35168.58000 35168.58 MAINTAINING TRAFFIC | | | 0082 802-02475 3.000 EACH| 108.00000 324.00| 103.74000 311.22| 100.00000 300.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0083 802-05701 154.200 LFT | 14.69000 2265.20| 14.11000 2175.76| 13.60000 2097.12 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-07060 31.000 EACH| 37.04000 1148.24| 35.58000 1102.98| 34.30000 1063.30 SIGN, SHEET, RELOCATE | | | 0085 802-07151 2.000 EACH| 322.92000 645.84| 310.17000 620.34| 299.00000 598.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0086 802-07158 2.000 EACH| 3870.72000 7741.44| 3997.96000 7995.92| 3854.00000 7708.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0087 802-76025 39.500 SFT | 19.44000 767.88| 18.67000 737.47| 18.00000 711.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0088 802-76095 329.000 LBS | 2.92000 960.68| 2.80000 921.20| 2.70000 888.30 STRUCTURAL STEEL, BREAKAWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 05-0558668 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 805-01815 5.000 EACH| 1836.00000 9180.00| 1763.50000 8817.50| 1700.00000 8500.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0091 805-01842 17.000 EACH| 766.80000 13035.60| 1514.53000 25747.01| 710.00000 12070.00 HANDHOLE, SIGNAL | | | 0093 805-06592 3680.000 LFT | 8.64000 31795.20| 8.30000 30544.00| 8.00000 29440.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0096 805-78215 2.000 EACH| 504.36000 1008.72| 484.45000 968.90| 467.00000 934.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0097 805-78415 6.000 EACH| 1296.00000 7776.00| 1244.82000 7468.92| 1200.00000 7200.00 SPAN, CATENARY, AND TETHER | | | 0098 805-78420 6.000 EACH| 189.00000 1134.00| 181.54000 1089.24| 175.00000 1050.00 DISCONNECT HANGER | | | 0099 805-78445 2.000 EACH| 669.60000 1339.20| 643.16000 1286.32| 620.00000 1240.00 SIGNAL SERVICE | | | 0101 805-78485 523.000 LFT | 1.08000 564.84| 1.04000 543.92| 1.00000 523.00 SIGNAL CABLE, 5C 14GA. | | | 0102 805-78490 1039.000 LFT | 1.13000 1174.07| 1.09000 1132.51| 1.05000 1090.95 SIGNAL CABLE, 7C 14GA. | | | 0104 805-81060 5.000 EACH| 3024.00000 15120.00| 2904.59000 14522.95| 2800.00000 14000.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0105 805-86920 6.000 EACH| 21.60000 129.60| 20.75000 124.50| 20.00000 120.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0106 805-86935 8.000 EACH| 23.76000 190.08| 22.83000 182.64| 22.00000 176.00 INSULATING LINK, WATERPROOFED | | | 0107 805-98335 450.000 LFT | 7.02000 3159.00| 6.74000 3033.00| 6.50000 2925.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0108 807-04309 1.000 EACH| 2160.00000 2160.00| 2074.71000 2074.71| 2000.00000 2000.00 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0109 807-78590 2.000 EACH| 766.80000 1533.60| 736.52000 1473.04| 710.00000 1420.00 HANDHOLE | | | 0110 807-82400 2.000 EACH| 19440.00000 38880.00| 18672.37000 37344.74| 18000.00000 36000.00 LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | | 0111 807-86665 12.000 EACH| 675.00000 8100.00| 648.34000 7780.08| 625.00000 7500.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0112 807-86830 2.000 EACH| 6372.00000 12744.00| 6120.39000 12240.78| 5900.00000 11800.00 CONCRETE FOUNDATION WITH GROUNDING, 4 | | | FT. DIAMETER X 20 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 05-0558668 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 807-86910 2.000 EACH| 32.40000 64.80| 31.12000 62.24| 30.00000 60.00 CONNECTOR KIT, UNFUSED | | | 0114 807-86915 4.000 EACH| 32.40000 129.60| 31.12000 124.48| 30.00000 120.00 CONNECTOR KIT, FUSED | | | 0115 807-86950 2.000 EACH| 108.00000 216.00| 103.73000 207.46| 100.00000 200.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0116 808-06711 273.000 LFT | 1.03000 281.19| 0.09000 24.57| 0.10000 27.30 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0117 808-06713 6364.000 LFT | 0.15000 954.60| 0.14000 890.96| 0.14000 890.96 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0118 808-06714 9101.000 LFT | 0.11000 1001.11| 0.10000 910.10| 0.10000 910.10 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0119 808-06716 1302.000 LFT | 0.49000 637.98| 0.46000 598.92| 0.45000 585.90 LINE, REMOVE | | | 0120 808-06723 12.000 EACH| 32.40000 388.80| 31.12000 373.44| 30.00000 360.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0121 808-06724 6.000 EACH| 37.80000 226.80| 36.31000 217.86| 35.00000 210.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0122 808-06726 268.000 LFT | 2.65000 710.20| 2.54000 680.72| 2.45000 656.60 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0123 808-75090 810.000 LFT | 0.75000 607.50| 0.72000 583.20| 0.69000 558.90 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24 IN. | | | 0124 802-76140 2.000 EACH| 1198.80000 2397.60| 1151.46000 2302.92| 1110.00000 2220.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM , REMOVE AND RESET | | | 0125 205-06935 1.000 EACH| 16295.52000 16295.52| 83112.64000 83112.64| 107156.35000 107156.35 TEMPORARY SEDIMENT BASIN , 2 | | | 0126 210-06899 3.000 EACH| 2079.00000 6237.00| 1996.90000 5990.70| 1925.00000 5775.00 RADIO SYSTEM, SPREAD SPECTRUM | | | 0127 805-02598 190.000 LFT | 8.64000 1641.60| 8.30000 1577.00| 8.00000 1520.00 CONDUIT, BRIDGE MOUNTED | | | 0128 805-04974 1.000 EACH| 2197.80000 2197.80| 2111.02000 2111.02| 2035.00000 2035.00 SIGNAL CONTROLLER | | | 0129 805-04977 6.000 EACH| 164.16000 984.96| 157.67000 946.02| 152.00000 912.00 MICROLOOP DETECTOR | | | 0130 805-78106 1.000 EACH| 9215.64000 9215.64| 8851.74000 8851.74| 8533.00000 8533.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1917625 |(3) 05-0558668 |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-78109 1.000 EACH| 6863.40000 6863.40| 6592.39000 6592.39| 6355.00000 6355.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0132 805-78205 6.000 EACH| 588.60000 3531.60| 565.36000 3392.16| 545.00000 3270.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0133 805-78467 50.000 LFT | 1.62000 81.00| 1.56000 78.00| 1.50000 75.00 SIGNAL CABLE, 3C 8GA. | | | 0134 805-78470 1860.000 LFT | 0.32000 595.20| 0.31000 576.60| 0.30000 558.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0135 805-78510 5230.000 LFT | 0.70000 3661.00| 0.67000 3504.10| 0.65000 3399.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0136 805-78785 11.000 EACH| 756.00000 8316.00| 726.15000 7987.65| 700.00000 7700.00 SIGNAL DETECTOR HOUSING | | | 0137 805-78795 1040.000 LFT | 5.72000 5948.80| 5.49000 5709.60| 5.30000 5512.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0138 805-78925 1.000 EACH| 810.00000 810.00| 778.02000 778.02| 750.00000 750.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0139 805-86900 2.000 EACH| 540.00000 1080.00| 518.67000 1037.34| 500.00000 1000.00 JUNCTION BOX | | | 0140 805-95518 20.000 LFT | 27.00000 540.00| 25.93000 518.60| 25.00000 500.00 FLEXIBLE CONDUIT, 2 IN. | | | SECTION TOTALS | $ 3,520,713.71| $ 3,727,592.16| $ 3,732,614.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,520,713.71| $ 3,727,592.16| $ 3,732,614.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 32500.00000 32500.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 1500.00000 22500.00| 1850.00000 27750.00| 1200.00000 18000.00 FIELD OFFICE, C | | | 0003 108-01614 LUMP| 6500.00000 6500.00| 8500.00000 8500.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 185000.00000 185000.00| 195000.00000 195000.00| 198500.00000 198500.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 15000.00000 15000.00| 78000.00000 78000.00| 79500.00000 79500.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 67.000 SYS | 45.00000 3015.00| 35.00000 2345.00| 45.00000 3015.00 PAVEMENT REMOVAL | | | 0007 202-02241 122.000 LFT | 5.00000 610.00| 2.50000 305.00| 2.00000 244.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 82000.00000 82000.00| 47138.00000 47138.00| 117000.00000 117000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 525.000 SYS | 11.00000 5775.00| 11.00000 5775.00| 15.00000 7875.00 SLOPEWALL, REMOVE | | | 0010 202-96070 2.000 EACH| 2500.00000 5000.00| 4500.00000 9000.00| 2400.00000 4800.00 HIGH MAST TOWER, REMOVE | | | 0011 203-02000 7895.000 CYS | 11.00000 86845.00| 5.10000 40264.50| 6.25000 49343.75 EXCAVATION, COMMON | | | 0012 203-02070 12046.000 CYS | 15.00000 180690.00| 9.75000 117448.50| 12.50000 150575.00 BORROW | | | 0013 205-06935 1.000 EACH| 300.00000 300.00| 3600.00000 3600.00| 1200.00000 1200.00 TEMPORARY SEDIMENT BASIN , 1 | | | 0014 206-51230 939.000 CYS | 75.00000 70425.00| 80.00000 75120.00| 20.00000 18780.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-07500 7142.000 SYS | 6.00000 42852.00| 5.50000 39281.00| 5.25000 37495.50 SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 90.000 CYS | 61.00000 5490.00| 90.00000 8100.00| 60.00000 5400.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 469.000 CYS | 61.00000 28609.00| 45.00000 21105.00| 50.00000 23450.00 STRUCTURE BACKFILL | | | 0018 301-07448 1101.000 TON | 20.00000 22020.00| 20.00000 22020.00| 25.00000 27525.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 98.600 CYS | 65.00000 6409.00| 90.00000 8874.00| 50.00000 4930.00 DENSE GRADED SUBBASE | | | 0020 401-06264 LUMP| 2200.00000 2200.00| 500.00000 500.00| 500.00000 500.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 1624.000 TON | 42.00000 68208.00| 48.00000 77952.00| 44.00000 71456.00 HMA SURFACE, TYPE B | | | 0022 402-07438 1268.000 TON | 41.00000 51988.00| 58.00000 73544.00| 52.00000 65936.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 3147.600 TON | 35.00000 110166.00| 32.50000 102297.00| 28.00000 88132.80 HMA BASE, TYPE B | | | 0024 405-05517 9.800 TON | 375.00000 3675.00| 525.00000 5145.00| 500.00000 4900.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 7.500 TON | 180.00000 1350.00| 200.00000 1500.00| 175.00000 1312.50 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1350.00000 5400.00| 1425.00000 5700.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02103 68.800 LFT | 21.00000 1444.80| 16.50000 1135.20| 16.00000 1100.80 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0028 601-05586 1.000 EACH| 1800.00000 1800.00| 1850.00000 1850.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0029 601-06233 2.000 EACH| 7700.00000 15400.00| 6700.00000 13400.00| 7700.00000 15400.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0030 601-07023 2.000 EACH| 4700.00000 9400.00| 5650.00000 11300.00| 3400.00000 6800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-07024 4.000 EACH| 5600.00000 22400.00| 5800.00000 23200.00| 4400.00000 17600.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0032 601-94689 9.000 EACH| 2300.00000 20700.00| 1900.00000 17100.00| 2000.00000 18000.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-97774 2.000 EACH| 950.00000 1900.00| 850.00000 1700.00| 1200.00000 2400.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0034 601-99105 1337.500 LFT | 11.00000 14712.50| 12.00000 16050.00| 12.00000 16050.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99132 2.000 EACH| 110.00000 220.00| 55.00000 110.00| 110.00000 220.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0036 602-06639 804.000 LFT | 20.00000 16080.00| 29.00000 23316.00| 32.00000 25728.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06646 1684.000 LFT | 19.00000 31996.00| 28.00000 47152.00| 34.00000 57256.00 TEMPORARY CONCRETE BARRIER | | | 0038 610-06259 615.400 SYS | 65.00000 40001.00| 78.00000 48001.20| 65.00000 40001.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06527 2.000 EACH| 460.00000 920.00| 410.00000 820.00| 550.00000 1100.00 MONUMENT, SECTION CORNER | | | 0040 616-02320 599.000 SYS | 2.50000 1497.50| 2.25000 1347.75| 3.75000 2246.25 GEOTEXTILES | | | 0041 616-06405 1406.000 TON | 30.00000 42180.00| 21.50000 30229.00| 21.00000 29526.00 RIPRAP, REVETMENT | | | 0042 621-01004 4.000 EACH| 300.00000 1200.00| 325.00000 1300.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 1.800 TON | 325.00000 585.00| 330.00000 594.00| 525.00000 945.00 FERTILIZER | | | 0044 621-06554 668.000 LBS | 2.90000 1937.20| 3.15000 2104.20| 5.00000 3340.00 SEED MIXTURE, U | | | 0045 621-06557 334.000 LBS | 1.80000 601.20| 1.95000 651.30| 4.00000 1336.00 SEED MIXTURE, T | | | 0046 621-06565 8.900 TON | 410.00000 3649.00| 450.00000 4005.00| 425.00000 3782.50 MULCHING MATERIAL | | | 0047 621-06567 0.400 MG | 2.00000 0.80| 2.15000 0.86| 1.00000 0.40 WATER | | | 0048 621-06574 93.000 SYS | 16.50000 1534.50| 18.00000 1674.00| 10.00000 930.00 SODDING | | | 0049 701-51195 4921.000 LFT | 27.00000 132867.00| 26.25000 129176.25| 35.00000 172235.00 PILE, STEEL H, HP 12 X 53 | | | 0050 702-51005 480.500 CYS | 460.00000 221030.00| 650.00000 312325.00| 550.00000 264275.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51015 208.700 CYS | 300.00000 62610.00| 300.00000 62610.00| 550.00000 114785.00 CONCRETE, B, FOOTINGS | | | 0052 702-51110 644.000 LBS | 2.50000 1610.00| 2.15000 1384.60| 3.00000 1932.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0053 702-51863 1169.000 EACH| 7.00000 8183.00| 10.00000 11690.00| 10.00000 11690.00 FIELD DRILLED HOLE IN CONCRETE | | | 0054 703-51030 57295.000 LBS | 0.70000 40106.50| 0.60000 34377.00| 0.55000 31512.25 REINFORCING STEEL | | | 0055 703-51032 307969.000 LBS | 0.80000 246375.20| 0.70000 215578.30| 0.65000 200179.85 REINFORCING STEEL, EPOXY COATED | | | 0056 703-97703 40.000 EACH| 29.00000 1160.00| 35.00000 1400.00| 40.00000 1600.00 THREADED BAR SPLICE, EPOXY COATED | | | 0057 704-51002 697.500 CYS | 430.00000 299925.00| 425.00000 296437.50| 450.00000 313875.00 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-06342 504.000 LFT | 50.00000 25200.00| 55.60000 28022.40| 60.00000 30240.00 RAILING, PS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 706-06353 4.000 EACH| 1250.00000 5000.00| 1500.00000 6000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0060 706-51020 30.200 CYS | 450.00000 13590.00| 500.00000 15100.00| 500.00000 15100.00 CONCRETE, C, RAILING | | | 0061 709-51821 LUMP| 3600.00000 3600.00| 3300.00000 3300.00| 3750.00000 3750.00 SURFACE SEAL | | | 0062 711-51038 LUMP| 630000.00000 630000.00| 502011.00000 502011.00| 580000.00000 580000.00 STRUCTURAL STEEL | | | 0063 714-99072 LUMP| 400000.00000 400000.00| 450000.00000 450000.00| 450000.00000 450000.00 TIEBACK WALL | | | 0064 715-05048 442.000 LFT | 7.00000 3094.00| 5.50000 2431.00| 8.00000 3536.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0065 715-05053 80.000 LFT | 11.00000 880.00| 17.00000 1360.00| 20.00000 1600.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0066 715-05119 52.000 LFT | 40.00000 2080.00| 30.00000 1560.00| 42.00000 2184.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0067 715-05407 264.000 LFT | 14.00000 3696.00| 5.25000 1386.00| 20.00000 5280.00 PIPE, END BENT DRAIN, 6 IN. | | | 0068 715-92537 120.000 LFT | 60.00000 7200.00| 44.00000 5280.00| 35.00000 4200.00 PIPE, PVC, 8 IN. | | | 0069 718-06528 2.000 EACH| 660.00000 1320.00| 1000.00000 2000.00| 650.00000 1300.00 OUTLET PROTECTOR, 1 | | | 0070 718-52610 24.400 CYS | 55.00000 1342.00| 80.00000 1952.00| 70.00000 1708.00 AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 221.000 SYS | 2.00000 442.00| 3.25000 718.25| 4.00000 884.00 GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-45075 2.000 EACH| 1600.00000 3200.00| 1500.00000 3000.00| 1500.00000 3000.00 INLET, R13 | | | 0073 722-51842 2886.100 SYS | 30.00000 86583.00| 33.50000 96684.35| 34.00000 98127.40 BRIDGE DECK OVERLAY | | | 0074 726-93525 22.000 EACH| 800.00000 17600.00| 1025.00000 22550.00| 750.00000 16500.00 BEARING ASSEMBLY, II | | | 0075 726-96576 11.000 EACH| 900.00000 9900.00| 850.00000 9350.00| 750.00000 8250.00 BEARING ASSEMBLY, FIXED | | | 0076 731-93947 441.000 LFT | 35.00000 15435.00| 20.00000 8820.00| 35.00000 15435.00 LEVELING PAD, CONCRETE | | | 0077 801-06203 5420.000 LFT | 0.04000 216.80| 0.05000 271.00| 0.32000 1734.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0078 801-06216 120.000 LFT | 1.25000 150.00| 1.30000 156.00| 0.70000 84.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06640 40.000 EACH| 98.00000 3920.00| 110.00000 4400.00| 80.00000 3200.00 CONSTRUCTION SIGN, A | | | 0080 801-06645 8.000 EACH| 40.00000 320.00| 44.00000 352.00| 35.00000 280.00 CONSTRUCTION SIGN, B | | | 0081 801-06775 LUMP| 20000.00000 20000.00| 100962.00000 100962.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0082 802-02475 3.000 EACH| 100.00000 300.00| 115.00000 345.00| 650.00000 1950.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0083 802-05701 154.200 LFT | 13.60000 2097.12| 15.00000 2313.00| 12.50000 1927.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-07060 31.000 EACH| 34.30000 1063.30| 37.00000 1147.00| 50.00000 1550.00 SIGN, SHEET, RELOCATE | | | 0085 802-07151 2.000 EACH| 299.00000 598.00| 325.00000 650.00| 325.00000 650.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0086 802-07158 2.000 EACH| 3854.00000 7708.00| 4200.00000 8400.00| 3800.00000 7600.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0087 802-76025 39.500 SFT | 18.00000 711.00| 20.00000 790.00| 17.50000 691.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0088 802-76095 329.000 LBS | 2.70000 888.30| 3.00000 987.00| 2.25000 740.25 STRUCTURAL STEEL, BREAKAWAY | | | 0089 805-01815 5.000 EACH| 1700.00000 8500.00| 1850.00000 9250.00| 1600.00000 8000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0091 805-01842 17.000 EACH| 710.00000 12070.00| 775.00000 13175.00| 625.00000 10625.00 HANDHOLE, SIGNAL | | | 0093 805-06592 3680.000 LFT | 8.00000 29440.00| 8.75000 32200.00| 8.25000 30360.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0096 805-78215 2.000 EACH| 467.00000 934.00| 500.00000 1000.00| 400.00000 800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0097 805-78415 6.000 EACH| 1200.00000 7200.00| 1300.00000 7800.00| 1400.00000 8400.00 SPAN, CATENARY, AND TETHER | | | 0098 805-78420 6.000 EACH| 175.00000 1050.00| 190.00000 1140.00| 200.00000 1200.00 DISCONNECT HANGER | | | 0099 805-78445 2.000 EACH| 620.00000 1240.00| 675.00000 1350.00| 475.00000 950.00 SIGNAL SERVICE | | | 0101 805-78485 523.000 LFT | 1.00000 523.00| 1.10000 575.30| 1.00000 523.00 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 805-78490 1039.000 LFT | 1.05000 1090.95| 1.15000 1194.85| 1.00000 1039.00 SIGNAL CABLE, 7C 14GA. | | | 0104 805-81060 5.000 EACH| 2800.00000 14000.00| 3050.00000 15250.00| 3000.00000 15000.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0105 805-86920 6.000 EACH| 20.00000 120.00| 22.00000 132.00| 17.50000 105.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0106 805-86935 8.000 EACH| 22.00000 176.00| 24.00000 192.00| 32.00000 256.00 INSULATING LINK, WATERPROOFED | | | 0107 805-98335 450.000 LFT | 6.50000 2925.00| 7.50000 3375.00| 6.75000 3037.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0108 807-04309 1.000 EACH| 2000.00000 2000.00| 2200.00000 2200.00| 2300.00000 2300.00 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0109 807-78590 2.000 EACH| 710.00000 1420.00| 785.00000 1570.00| 600.00000 1200.00 HANDHOLE | | | 0110 807-82400 2.000 EACH| 18000.00000 36000.00| 20500.00000 41000.00| 17800.00000 35600.00 LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | | 0111 807-86665 12.000 EACH| 625.00000 7500.00| 725.00000 8700.00| 575.00000 6900.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0112 807-86830 2.000 EACH| 5900.00000 11800.00| 6800.00000 13600.00| 5000.00000 10000.00 CONCRETE FOUNDATION WITH GROUNDING, 4 | | | FT. DIAMETER X 20 FT. | | | 0113 807-86910 2.000 EACH| 30.00000 60.00| 33.00000 66.00| 32.00000 64.00 CONNECTOR KIT, UNFUSED | | | 0114 807-86915 4.000 EACH| 30.00000 120.00| 33.00000 132.00| 32.00000 128.00 CONNECTOR KIT, FUSED | | | 0115 807-86950 2.000 EACH| 100.00000 200.00| 125.00000 250.00| 45.00000 90.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0116 808-06711 273.000 LFT | 0.14000 38.22| 0.11000 30.03| 0.10000 27.30 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0117 808-06713 6364.000 LFT | 0.14000 890.96| 0.15000 954.60| 0.15000 954.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0118 808-06714 9101.000 LFT | 0.14000 1274.14| 0.11000 1001.11| 0.15000 1365.15 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0119 808-06716 1302.000 LFT | 0.35000 455.70| 0.45000 585.90| 0.50000 651.00 LINE, REMOVE | | | 0120 808-06723 12.000 EACH| 30.00000 360.00| 33.00000 396.00| 32.00000 384.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 808-06724 6.000 EACH| 35.00000 210.00| 40.00000 240.00| 35.00000 210.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0122 808-06726 268.000 LFT | 2.45000 656.60| 2.50000 670.00| 2.75000 737.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0123 808-75090 810.000 LFT | 0.69000 558.90| 0.75000 607.50| 0.75000 607.50 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24 IN. | | | 0124 802-76140 2.000 EACH| 1110.00000 2220.00| 1200.00000 2400.00| 900.00000 1800.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM , REMOVE AND RESET | | | 0125 205-06935 1.000 EACH| 2500.00000 2500.00| 50000.00000 50000.00| 40000.00000 40000.00 TEMPORARY SEDIMENT BASIN , 2 | | | 0126 210-06899 3.000 EACH| 1925.00000 5775.00| 2200.00000 6600.00| 1750.00000 5250.00 RADIO SYSTEM, SPREAD SPECTRUM | | | 0127 805-02598 190.000 LFT | 8.00000 1520.00| 8.75000 1662.50| 14.00000 2660.00 CONDUIT, BRIDGE MOUNTED | | | 0128 805-04974 1.000 EACH| 2035.00000 2035.00| 2250.00000 2250.00| 2100.00000 2100.00 SIGNAL CONTROLLER | | | 0129 805-04977 6.000 EACH| 152.00000 912.00| 175.00000 1050.00| 300.00000 1800.00 MICROLOOP DETECTOR | | | 0130 805-78106 1.000 EACH| 8533.00000 8533.00| 9300.00000 9300.00| 8400.00000 8400.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0131 805-78109 1.000 EACH| 6355.00000 6355.00| 7250.00000 7250.00| 6400.00000 6400.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0132 805-78205 6.000 EACH| 545.00000 3270.00| 625.00000 3750.00| 500.00000 3000.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0133 805-78467 50.000 LFT | 1.50000 75.00| 1.75000 87.50| 1.70000 85.00 SIGNAL CABLE, 3C 8GA. | | | 0134 805-78470 1860.000 LFT | 0.30000 558.00| 0.35000 651.00| 0.60000 1116.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0135 805-78510 5230.000 LFT | 0.65000 3399.50| 0.75000 3922.50| 0.60000 3138.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0136 805-78785 11.000 EACH| 700.00000 7700.00| 800.00000 8800.00| 500.00000 5500.00 SIGNAL DETECTOR HOUSING | | | 0137 805-78795 1040.000 LFT | 5.30000 5512.00| 5.75000 5980.00| 7.75000 8060.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 805-78925 1.000 EACH| 750.00000 750.00| 850.00000 850.00| 700.00000 700.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0139 805-86900 2.000 EACH| 500.00000 1000.00| 550.00000 1100.00| 240.00000 480.00 JUNCTION BOX | | | 0140 805-95518 20.000 LFT | 25.00000 500.00| 28.00000 560.00| 16.00000 320.00 FLEXIBLE CONDUIT, 2 IN. | | | SECTION TOTALS | $ 3,734,615.69| $ 3,867,931.95| $ 3,953,891.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,734,615.69| $ 3,867,931.95| $ 3,953,891.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP| 40000.00000 40000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 1500.00000 22500.00| | FIELD OFFICE, C | | | 0003 108-01614 LUMP| 9500.00000 9500.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 213500.00000 213500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 85500.00000 85500.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 67.000 SYS | 20.00000 1340.00| | PAVEMENT REMOVAL | | | 0007 202-02241 122.000 LFT | 3.50000 427.00| | GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 150000.00000 150000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51368 525.000 SYS | 7.50000 3937.50| | SLOPEWALL, REMOVE | | | 0010 202-96070 2.000 EACH| 2650.00000 5300.00| | HIGH MAST TOWER, REMOVE | | | 0011 203-02000 7895.000 CYS | 10.00000 78950.00| | EXCAVATION, COMMON | | | 0012 203-02070 12046.000 CYS | 12.50000 150575.00| | BORROW | | | 0013 205-06935 1.000 EACH| 150.00000 150.00| | TEMPORARY SEDIMENT BASIN , 1 | | | 0014 206-51230 939.000 CYS | 35.00000 32865.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-07500 7142.000 SYS | 7.50000 53565.00| | SUBGRADE TREATMENT, TYPE C | | | 0016 211-06467 90.000 CYS | 24.00000 2160.00| | AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 469.000 CYS | 24.00000 11256.00| | STRUCTURE BACKFILL | | | 0018 301-07448 1101.000 TON | 21.00000 23121.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 98.600 CYS | 32.00000 3155.20| | DENSE GRADED SUBBASE | | | 0020 401-06264 LUMP| 2400.00000 2400.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07433 1624.000 TON | 44.50000 72268.00| | HMA SURFACE, TYPE B | | | 0022 402-07438 1268.000 TON | 43.50000 55158.00| | HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 3147.600 TON | 36.75000 115674.30| | HMA BASE, TYPE B | | | 0024 405-05517 9.800 TON | 385.00000 3773.00| | ASPHALT FOR PRIME COAT | | | 0025 406-05520 7.500 TON | 190.00000 1425.00| | ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1500.00000 6000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02103 68.800 LFT | 18.00000 1238.40| | GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0028 601-05586 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0029 601-06233 2.000 EACH| 7200.00000 14400.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0030 601-07023 2.000 EACH| 6000.00000 12000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-07024 4.000 EACH| 6000.00000 24000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0032 601-94689 9.000 EACH| 2250.00000 20250.00| | GUARDRAIL END TREATMENT, OS | | | 0033 601-97774 2.000 EACH| 860.00000 1720.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0034 601-99105 1337.500 LFT | 12.50000 16718.75| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99132 2.000 EACH| 65.00000 130.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0036 602-06639 804.000 LFT | 24.00000 19296.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06646 1684.000 LFT | 20.00000 33680.00| | TEMPORARY CONCRETE BARRIER | | | 0038 610-06259 615.400 SYS | 67.50000 41539.50| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06527 2.000 EACH| 500.00000 1000.00| | MONUMENT, SECTION CORNER | | | 0040 616-02320 599.000 SYS | 3.00000 1797.00| | GEOTEXTILES | | | 0041 616-06405 1406.000 TON | 24.00000 33744.00| | RIPRAP, REVETMENT | | | 0042 621-01004 4.000 EACH| 650.00000 2600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06545 1.800 TON | 650.00000 1170.00| | FERTILIZER | | | 0044 621-06554 668.000 LBS | 4.00000 2672.00| | SEED MIXTURE, U | | | 0045 621-06557 334.000 LBS | 4.00000 1336.00| | SEED MIXTURE, T | | | 0046 621-06565 8.900 TON | 500.00000 4450.00| | MULCHING MATERIAL | | | 0047 621-06567 0.400 MG | 2.00000 0.80| | WATER | | | 0048 621-06574 93.000 SYS | 17.50000 1627.50| | SODDING | | | 0049 701-51195 4921.000 LFT | 32.50000 159932.50| | PILE, STEEL H, HP 12 X 53 | | | 0050 702-51005 480.500 CYS | 560.00000 269080.00| | CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51015 208.700 CYS | 350.00000 73045.00| | CONCRETE, B, FOOTINGS | | | 0052 702-51110 644.000 LBS | 2.75000 1771.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0053 702-51863 1169.000 EACH| 12.00000 14028.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0054 703-51030 57295.000 LBS | 0.55000 31512.25| | REINFORCING STEEL | | | 0055 703-51032 307969.000 LBS | 0.65000 200179.85| | REINFORCING STEEL, EPOXY COATED | | | 0056 703-97703 40.000 EACH| 12.00000 480.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0057 704-51002 697.500 CYS | 420.00000 292950.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-06342 504.000 LFT | 62.00000 31248.00| | RAILING, PS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 706-06353 4.000 EACH| 1800.00000 7200.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0060 706-51020 30.200 CYS | 450.00000 13590.00| | CONCRETE, C, RAILING | | | 0061 709-51821 LUMP| 3250.00000 3250.00| | SURFACE SEAL | | | 0062 711-51038 LUMP| 700000.00000 700000.00| | STRUCTURAL STEEL | | | 0063 714-99072 LUMP| 780000.00000 780000.00| | TIEBACK WALL | | | 0064 715-05048 442.000 LFT | 5.00000 2210.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0065 715-05053 80.000 LFT | 10.00000 800.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0066 715-05119 52.000 LFT | 30.00000 1560.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0067 715-05407 264.000 LFT | 6.00000 1584.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0068 715-92537 120.000 LFT | 20.00000 2400.00| | PIPE, PVC, 8 IN. | | | 0069 718-06528 2.000 EACH| 240.00000 480.00| | OUTLET PROTECTOR, 1 | | | 0070 718-52610 24.400 CYS | 35.00000 854.00| | AGGREGATE FOR UNDERDRAINS | | | 0071 718-99153 221.000 SYS | 3.50000 773.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0072 720-45075 2.000 EACH| 1200.00000 2400.00| | INLET, R13 | | | 0073 722-51842 2886.100 SYS | 40.00000 115444.00| | BRIDGE DECK OVERLAY | | | 0074 726-93525 22.000 EACH| 650.00000 14300.00| | BEARING ASSEMBLY, II | | | 0075 726-96576 11.000 EACH| 1000.00000 11000.00| | BEARING ASSEMBLY, FIXED | | | 0076 731-93947 441.000 LFT | 25.00000 11025.00| | LEVELING PAD, CONCRETE | | | 0077 801-06203 5420.000 LFT | 1.00000 5420.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0078 801-06216 120.000 LFT | 7.50000 900.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 801-06640 40.000 EACH| 100.00000 4000.00| | CONSTRUCTION SIGN, A | | | 0080 801-06645 8.000 EACH| 40.00000 320.00| | CONSTRUCTION SIGN, B | | | 0081 801-06775 LUMP| 95000.00000 95000.00| | MAINTAINING TRAFFIC | | | 0082 802-02475 3.000 EACH| 110.00000 330.00| | SIGN, PANEL, REMOVE AND RELOCATE | | | 0083 802-05701 154.200 LFT | 14.00000 2158.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-07060 31.000 EACH| 35.00000 1085.00| | SIGN, SHEET, RELOCATE | | | 0085 802-07151 2.000 EACH| 315.00000 630.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0086 802-07158 2.000 EACH| 4000.00000 8000.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0087 802-76025 39.500 SFT | 20.00000 790.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0088 802-76095 329.000 LBS | 3.00000 987.00| | STRUCTURAL STEEL, BREAKAWAY | | | 0089 805-01815 5.000 EACH| 1850.00000 9250.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0091 805-01842 17.000 EACH| 750.00000 12750.00| | HANDHOLE, SIGNAL | | | 0093 805-06592 3680.000 LFT | 8.25000 30360.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0096 805-78215 2.000 EACH| 490.00000 980.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0097 805-78415 6.000 EACH| 1250.00000 7500.00| | SPAN, CATENARY, AND TETHER | | | 0098 805-78420 6.000 EACH| 185.00000 1110.00| | DISCONNECT HANGER | | | 0099 805-78445 2.000 EACH| 650.00000 1300.00| | SIGNAL SERVICE | | | 0101 805-78485 523.000 LFT | 1.10000 575.30| | SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 805-78490 1039.000 LFT | 1.15000 1194.85| | SIGNAL CABLE, 7C 14GA. | | | 0104 805-81060 5.000 EACH| 3000.00000 15000.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0105 805-86920 6.000 EACH| 24.00000 144.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0106 805-86935 8.000 EACH| 25.00000 200.00| | INSULATING LINK, WATERPROOFED | | | 0107 805-98335 450.000 LFT | 6.75000 3037.50| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0108 807-04309 1.000 EACH| 2150.00000 2150.00| | PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0109 807-78590 2.000 EACH| 750.00000 1500.00| | HANDHOLE | | | 0110 807-82400 2.000 EACH| 18900.00000 37800.00| | LIGHT POLE, HIGH MAST, 125 FT. E.M.H. | | | 0111 807-86665 12.000 EACH| 650.00000 7800.00| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0112 807-86830 2.000 EACH| 6000.00000 12000.00| | CONCRETE FOUNDATION WITH GROUNDING, 4 | | | FT. DIAMETER X 20 FT. | | | 0113 807-86910 2.000 EACH| 32.00000 64.00| | CONNECTOR KIT, UNFUSED | | | 0114 807-86915 4.000 EACH| 32.00000 128.00| | CONNECTOR KIT, FUSED | | | 0115 807-86950 2.000 EACH| 110.00000 220.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0116 808-06711 273.000 LFT | 0.15000 40.95| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0117 808-06713 6364.000 LFT | 0.15000 954.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0118 808-06714 9101.000 LFT | 0.15000 1365.15| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0119 808-06716 1302.000 LFT | 1.00000 1302.00| | LINE, REMOVE | | | 0120 808-06723 12.000 EACH| 45.00000 540.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 808-06724 6.000 EACH| 45.00000 270.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0122 808-06726 268.000 LFT | 3.00000 804.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0123 808-75090 810.000 LFT | 0.80000 648.00| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24 IN. | | | 0124 802-76140 2.000 EACH| 1200.00000 2400.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM , REMOVE AND RESET | | | 0125 205-06935 1.000 EACH| 250.00000 250.00| | TEMPORARY SEDIMENT BASIN , 2 | | | 0126 210-06899 3.000 EACH| 2000.00000 6000.00| | RADIO SYSTEM, SPREAD SPECTRUM | | | 0127 805-02598 190.000 LFT | 8.50000 1615.00| | CONDUIT, BRIDGE MOUNTED | | | 0128 805-04974 1.000 EACH| 2200.00000 2200.00| | SIGNAL CONTROLLER | | | 0129 805-04977 6.000 EACH| 160.00000 960.00| | MICROLOOP DETECTOR | | | 0130 805-78106 1.000 EACH| 8900.00000 8900.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0131 805-78109 1.000 EACH| 6700.00000 6700.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0132 805-78205 6.000 EACH| 570.00000 3420.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0133 805-78467 50.000 LFT | 1.55000 77.50| | SIGNAL CABLE, 3C 8GA. | | | 0134 805-78470 1860.000 LFT | 0.35000 651.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0135 805-78510 5230.000 LFT | 0.70000 3661.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0136 805-78785 11.000 EACH| 750.00000 8250.00| | SIGNAL DETECTOR HOUSING | | | 0137 805-78795 1040.000 LFT | 5.50000 5720.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 151 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,767,004.15 ROUTE : 70 CALL ORDER : 151 CONTRACT ID : R -27210-A COUNTIES : HANCOCK LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 | | |ERBER & MILLIGAN CONSTR. CO.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 805-78925 1.000 EACH| 790.00000 790.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0139 805-86900 2.000 EACH| 550.00000 1100.00| | JUNCTION BOX | | | 0140 805-95518 20.000 LFT | 27.50000 550.00| | FLEXIBLE CONDUIT, 2 IN. | | | SECTION TOTALS | $ 4,448,820.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,448,820.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 65 CALL ORDER : 161 CONTRACT ID : R -27306-B COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,009,396.70 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,228,457.66 121.7021% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,467.09 ROUTE : VARIOUS CALL ORDER : 171 CONTRACT ID : R -27398-A COUNTIES : VARIOUS LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4170002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 730,839.50 100.0000% 2 35-1757738 NAAS & SONS INC. $ 825,589.00 112.9644% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1757738 | |HUNT PAVING COMPANY, INC. |NAAS & SONS INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE LINER INSTALLATION | | | 0001 105-06845 LUMP| 4000.00000 4000.00| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1250.00000 6250.00| 2000.00000 10000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 36500.00000 36500.00| 105000.00000 105000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 303-60012 5.000 TON | 150.00000 750.00| 125.00000 625.00| AGGREGATE, 2 | | | 0005 616-02320 835.500 SYS | 4.00000 3342.00| 8.00000 6684.00| GEOTEXTILES | | | 0006 616-05688 70.000 TON | 110.00000 7700.00| 125.00000 8750.00| RIPRAP, CLASS 1 | | | 0007 616-06405 222.500 TON | 95.00000 21137.50| 100.00000 22250.00| RIPRAP, REVETMENT | | | 0008 616-06451 98.500 TON | 100.00000 9850.00| 110.00000 10835.00| RIPRAP, UNIFORM | | | 0009 621-06570 15.000 CYS | 95.00000 1425.00| 50.00000 750.00| TOP SOIL | | | 0010 715-05756 4.000 LFT | 310.00000 1240.00| 30.00000 120.00| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0011 715-46000 1.000 EACH| 550.00000 550.00| 500.00000 500.00| PIPE END SECTION, 12 IN. | | | 0012 725-06859 258.000 LFT | 220.00000 56760.00| 185.00000 47730.00| PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0013 725-06862 1382.000 LFT | 230.00000 317860.00| 204.00000 281928.00| PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0014 725-06863 114.000 LFT | 290.00000 33060.00| 258.00000 29412.00| PIPE LINER, THERMOPLASTIC, AREA 11.6 SFT| | | 0015 725-06866 8.000 LFT | 65.00000 520.00| 33.00000 264.00| PIPE LINER, THERMOPLASTIC, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 823,467.09 ROUTE : VARIOUS CALL ORDER : 171 CONTRACT ID : R -27398-A COUNTIES : VARIOUS LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1757738 | |HUNT PAVING COMPANY, INC. |NAAS & SONS INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 725-06867 325.000 LFT | 65.00000 21125.00| 50.00000 16250.00| PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0017 725-06873 150.000 LFT | 290.00000 43500.00| 235.00000 35250.00| PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0018 725-08054 34.000 LFT | 785.00000 26690.00| 559.00000 19006.00| PIPE LINER, THERMOPLASTIC, 81 IN. | | | 0019 725-08055 78.000 LFT | 1300.00000 101400.00| 1170.00000 91260.00| PIPE LINER, THERMOPLASTIC, 120 IN. | | | 0020 801-06640 47.000 EACH| 150.00000 7050.00| 125.00000 5875.00| CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 25000.00000 25000.00| 75000.00000 75000.00| MAINTAINING TRAFFIC | | | 0022 804-06725 54.000 EACH| 95.00000 5130.00| 150.00000 8100.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | SECTION TOTALS | $ 730,839.50| $ 825,589.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 730,839.50| $ 825,589.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 41 CALL ORDER : 181 CONTRACT ID : R -27400-A COUNTIES : BENTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 44,422.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 66,466.00 149.6240% 3 18-6227744 LUDWIG, R.H. CONSTRUCTION $ 71,000.00 159.8307% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,035.00 ROUTE : 23 CALL ORDER : 191 CONTRACT ID : R -27442-A COUNTIES : ST. JOSEPH LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 557100C SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 38-2947862 R & R EXCAVATING, INC. $ 11,550.00 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 13,010.00 112.6406% 3 35-1817574 YARDBERRY LANDSCAPE $ 15,000.00 129.8701% 4 35-1067077 RITSCHARD BROTHERS $ 15,745.00 136.3203% ==================================================================================================================================== |(1) 38-2947862 |(2) 35-1120685 |(3) 35-1817574 |R & R EXCAVATING, INC. |WALSH & KELLY |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 5000.00000 5000.00| 6400.00000 6400.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0002 202-03000 LUMP| 5000.00000 5000.00| 5800.00000 5800.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0003 621-01004 1.000 EACH| 550.00000 550.00| 450.00000 450.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06559 500.000 SYS | 2.00000 1000.00| 0.72000 360.00| 0.50000 250.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 11,550.00| $ 13,010.00| $ 15,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,550.00| $ 13,010.00| $ 15,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,035.00 ROUTE : 23 CALL ORDER : 191 CONTRACT ID : R -27442-A COUNTIES : ST. JOSEPH LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1067077 | | |RITSCHARD BROTHERS | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 6865.00000 6865.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 13 | | | 0002 202-03000 LUMP| 7978.00000 7978.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0003 621-01004 1.000 EACH| 502.00000 502.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06559 500.000 SYS | 0.80000 400.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 15,745.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,745.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,000.00 ROUTE : 23 CALL ORDER : 201 CONTRACT ID : R -27443-A COUNTIES : ST. JOSEPH LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/07/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 557100D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 38-2947862 R & R EXCAVATING, INC. $ 6,550.00 100.0000% 2 35-1067077 RITSCHARD BROTHERS $ 8,493.50 129.6717% 3 35-1120685 WALSH & KELLY, INC. $ 10,220.00 156.0305% 4 35-1817574 YARDBERRY LANDSCAPE $ 12,775.00 195.0381% ==================================================================================================================================== |(1) 38-2947862 |(2) 35-1067077 |(3) 35-1120685 |R & R EXCAVATING, INC. |RITSCHARD BROTHERS |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 5500.00000 5500.00| 7689.00000 7689.00| 9500.00000 9500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0002 621-01004 1.000 EACH| 550.00000 550.00| 502.00000 502.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06559 250.000 SYS | 2.00000 500.00| 1.21000 302.50| 1.08000 270.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 6,550.00| $ 8,493.50| $ 10,220.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,550.00| $ 8,493.50| $ 10,220.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,000.00 ROUTE : 23 CALL ORDER : 201 CONTRACT ID : R -27443-A COUNTIES : ST. JOSEPH LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 202-03000 LUMP| 12000.00000 12000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 18 | | | 0002 621-01004 1.000 EACH| 750.00000 750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0003 621-06559 250.000 SYS | 0.10000 25.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 12,775.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,775.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 315 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,744,718.92 ROUTE : US 35 CALL ORDER : 315 CONTRACT ID : RS-27034-B COUNTIES : DELAWARE HENRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT RANDOLPH CONTRACT TIME : 11/19/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 263200Z SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,881,016.04 100.0000% ==================================================================================================================================== |(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 RESURFACING | | | 0001 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1600.00000 16000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 144000.00000 144000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 2097.000 TON | 30.00000 62910.00| | COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 1000.000 TON | 123.00000 123000.00| | HMA PATCHING, TYPE B | | | 0006 306-08033 243044.000 SYS | 0.40000 97217.60| | MILLING, ASPHALT, 1 IN. | | | 0007 306-08034 977.000 SYS | 5.00000 4885.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0008 306-08043 3360.000 SYS | 0.01000 33.60| | MILLING, TRANSITION | | | 0009 401-06264 LUMP| 11000.00000 11000.00| | PROFILOGRAPH, HMA | | | 0010 401-07328 19120.000 TON | 45.00000 860400.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0011 401-07379 24155.000 TON | 40.00000 966200.00| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0012 406-05520 112.000 TON | 100.00000 11200.00| | ASPHALT FOR TACK COAT | | | 0013 501-06266 LUMP| 1.00000 1.00| | PROFILOGRAPH, PCCP | | | 0014 610-07487 3731.000 TON | 50.00000 186550.00| | HMA FOR APPROACHES, TYPE B | | | 0015 615-06525 10.000 EACH| 400.00000 4000.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 315 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,744,718.92 ROUTE : US 35 CALL ORDER : 315 CONTRACT ID : RS-27034-B COUNTIES : DELAWARE HENRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT RANDOLPH 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06203 10542.000 LFT | 0.22000 2319.24| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 10542.000 LFT | 0.50000 5271.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 49.000 EACH| 150.00000 7350.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 276417.60000 276417.60| | MAINTAINING TRAFFIC | | | 0020 808-06711 757.000 LFT | 0.20000 151.40| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0021 808-06712 15052.000 LFT | 0.05000 752.60| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 138210.000 LFT | 0.10000 13821.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 45211.000 LFT | 1.00000 45211.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75996 1175.000 EACH| 2.00000 2350.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 1175.000 EACH| 17.00000 19975.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,881,016.04| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,881,016.04| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 317 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,311,585.22 ROUTE : 227 CALL ORDER : 317 CONTRACT ID : RS-27038-B COUNTIES : WAYNE LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 096100B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,334,370.00 100.0000% ==================================================================================================================================== |(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 105-06845 LUMP| 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 69700.00000 69700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 991.000 TON | 23.00000 22793.00| | COMPACTED AGGREGATE, NO. 53 | | | 0005 304-07490 1777.000 TON | 97.00000 172369.00| | HMA PATCHING, TYPE B | | | 0006 304-07492 981.000 TON | 49.00000 48069.00| | WIDENING WITH HMA, TYPE A | | | 0007 306-08033 100594.000 SYS | 0.90000 90534.60| | MILLING, ASPHALT, 1 IN. | | | 0008 306-08043 4020.000 SYS | 2.25000 9045.00| | MILLING, TRANSITION | | | 0009 401-06264 LUMP| 1900.00000 1900.00| | PROFILOGRAPH, HMA | | | 0010 401-07321 8373.000 TON | 39.00000 326547.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0011 401-07371 11164.000 TON | 29.00000 323756.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0012 406-05520 50.500 TON | 190.00000 9595.00| | ASPHALT FOR TACK COAT | | | 0013 610-07487 1411.000 TON | 79.00000 111469.00| | HMA FOR APPROACHES, TYPE B | | | 0014 615-06525 3.000 EACH| 335.00000 1005.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 801-06203 6650.000 LFT | 0.25000 1662.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 317 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,311,585.22 ROUTE : 227 CALL ORDER : 317 CONTRACT ID : RS-27038-B COUNTIES : WAYNE LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06207 6650.000 LFT | 1.20000 7980.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 42.000 EACH| 95.00000 3990.00| | CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 89314.75000 89314.75| | MAINTAINING TRAFFIC | | | 0019 804-76420 16.000 EACH| 145.00000 2320.00| | MARKER TYPE 3, (W59 L) WITH POST | | | 0020 804-76425 12.000 EACH| 145.00000 1740.00| | MARKER TYPE 3, (W59 R) WITH POST | | | 0021 808-06711 1712.000 LFT | 0.09000 154.08| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0022 808-06712 2994.000 LFT | 0.09000 269.46| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 59805.000 LFT | 0.09000 5382.45| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 47692.000 LFT | 0.09000 4292.28| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-74815 288.000 LFT | 1.75000 504.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0026 808-75297 173.500 LFT | 3.25000 563.88| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0027 808-75320 6.000 EACH| 80.00000 480.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 4.000 EACH| 115.00000 460.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75998 746.000 EACH| 19.00000 14174.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,334,370.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,334,370.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,484,198.17 ROUTE : 15 CALL ORDER : 341 CONTRACT ID : RS-27060-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/16/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 452000H SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 1,255,274.98 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,298,272.99 103.4253% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,356,456.48 108.0605% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 6850.00000 6850.00| 3515.00000 3515.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1535.00000 7675.00| 1600.00000 8000.00| 1840.00000 9200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 62570.00000 62570.00| 64000.00000 64000.00| 67800.00000 67800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 5261.000 SYS | 5.20000 27357.20| 7.25000 38142.25| 5.35000 28146.35 PAVEMENT REMOVAL | | | 0005 202-02241 2867.000 LFT | 1.75000 5017.25| 1.75000 5017.25| 1.75000 5017.25 GUARDRAIL, REMOVE | | | 0006 202-02271 32.000 EACH| 190.00000 6080.00| 200.00000 6400.00| 194.00000 6208.00 HEADWALL, REMOVE | | | 0007 202-02278 30.000 LFT | 7.00000 210.00| 2.00000 60.00| 7.30000 219.00 CURB, CONCRETE, REMOVE | | | 0008 202-02772 1.000 EACH| 100.00000 100.00| 150.00000 150.00| 190.00000 190.00 CASTING, REMOVE | | | 0009 202-74035 12.000 EACH| 25.00000 300.00| 25.00000 300.00| 25.00000 300.00 SIGN, REMOVE | | | 0010 202-90277 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 350.00000 700.00 DETECTOR HOUSING, REMOVE | | | 0011 202-93741 8.000 EACH| 380.00000 3040.00| 450.00000 3600.00| 380.00000 3040.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-94747 12.000 EACH| 25.00000 300.00| 25.00000 300.00| 25.00000 300.00 POST, REMOVE | | | 0013 202-94793 280.000 LFT | 18.05000 5054.00| 11.00000 3080.00| 18.05000 5054.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0014 202-95027 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 IMPACT ATTENUATOR, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,484,198.17 ROUTE : 15 CALL ORDER : 341 CONTRACT ID : RS-27060-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02000 2800.000 CYS | 9.00000 25200.00| 11.00000 30800.00| 11.55000 32340.00 EXCAVATION, COMMON | | | 0016 207-07498 9900.000 SYS | 5.00000 49500.00| 1.25000 12375.00| 8.85000 87615.00 SUBGRADE TREATMENT, TYPE A | | | 0017 301-07448 382.000 TON | 12.00000 4584.00| 14.00000 5348.00| 24.00000 9168.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 3150.000 TON | 9.00000 28350.00| 13.00000 40950.00| 13.85000 43627.50 COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07490 1146.000 TON | 79.00000 90534.00| 100.00000 114600.00| 92.00000 105432.00 HMA PATCHING, TYPE B | | | 0020 304-07493 125.000 TON | 50.00000 6250.00| 45.00000 5625.00| 40.00000 5000.00 WIDENING WITH HMA, TYPE B | | | 0021 306-08033 63450.000 SYS | 0.32000 20304.00| 1.00000 63450.00| 0.50000 31725.00 MILLING, ASPHALT, 1 IN. | | | 0022 306-08043 22685.000 SYS | 0.01000 226.85| 0.10000 2268.50| 0.10000 2268.50 MILLING, TRANSITION | | | 0023 401-06264 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 1240.00000 1240.00 PROFILOGRAPH, HMA | | | 0024 401-07320 916.000 TON | 32.50000 29770.00| 31.00000 28396.00| 32.60000 29861.60 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0025 401-07322 5694.000 TON | 32.50000 185055.00| 31.00000 176514.00| 30.70000 174805.80 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0026 401-07370 1221.000 TON | 29.50000 36019.50| 30.00000 36630.00| 27.90000 34065.90 QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0027 401-07372 7854.000 TON | 29.50000 231693.00| 30.00000 235620.00| 26.90000 211272.60 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0028 401-07408 6285.000 TON | 28.00000 175980.00| 27.00000 169695.00| 28.90000 181636.50 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0029 402-07451 200.000 TON | 35.00000 7000.00| 30.00000 6000.00| 36.70000 7340.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0030 406-05520 46.000 TON | 140.00000 6440.00| 100.00000 4600.00| 100.00000 4600.00 ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH| 1195.00000 4780.00| 1195.00000 4780.00| 1195.00000 4780.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-06224 1.000 EACH| 38970.00000 38970.00| 40000.00000 40000.00| 38970.00000 38970.00 IMPACT ATTENUATOR, CR, W1, TL-2 | | | 0033 601-94689 8.000 EACH| 3000.00000 24000.00| 2260.00000 18080.00| 3190.00000 25520.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-97774 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,484,198.17 ROUTE : 15 CALL ORDER : 341 CONTRACT ID : RS-27060-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-99105 2867.000 LFT | 10.15000 29100.05| 10.05000 28813.35| 10.05000 28813.35 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 602-06729 14.000 EACH| 6.00000 84.00| 6.00000 84.00| 6.00000 84.00 BARRIER DELINEATOR | | | 0037 602-06944 280.000 LFT | 60.00000 16800.00| 65.00000 18200.00| 65.00000 18200.00 BARRIER, CONCRETE, 33 IN. | | | 0038 605-06140 35.000 LFT | 30.00000 1050.00| 25.00000 875.00| 23.00000 805.00 CURB AND GUTTER, CONCRETE | | | 0039 610-07487 210.000 TON | 68.00000 14280.00| 55.00000 11550.00| 86.00000 18060.00 HMA FOR APPROACHES, TYPE B | | | 0040 715-06063 89.000 LFT | 95.41000 8491.49| 65.00000 5785.00| 95.41000 8491.49 PIPE, POLYETHYLENE LINER, 22 IN. | | | 0041 715-46000 28.000 EACH| 210.00000 5880.00| 130.00000 3640.00| 228.00000 6384.00 PIPE END SECTION, 12 IN. | | | 0042 715-46005 4.000 EACH| 260.00000 1040.00| 180.00000 720.00| 244.00000 976.00 PIPE END SECTION, 15 IN. | | | 0043 715-46040 2.000 EACH| 750.00000 1500.00| 450.00000 900.00| 573.00000 1146.00 PIPE END SECTION, 36 IN. | | | 0044 720-44000 3.000 EACH| 250.00000 750.00| 225.00000 675.00| 260.00000 780.00 CASTING, ADJUST TO GRADE | | | 0045 720-44055 1.000 EACH| 650.00000 650.00| 500.00000 500.00| 650.00000 650.00 CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0046 801-06203 7040.000 LFT | 0.22000 1548.80| 0.20000 1408.00| 0.22000 1548.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0047 801-06207 7040.000 LFT | 0.82000 5772.80| 1.00000 7040.00| 0.82000 5772.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06640 32.000 EACH| 92.00000 2944.00| 92.00000 2944.00| 75.00000 2400.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP| 34000.00000 34000.00| 35000.00000 35000.00| 62660.00000 62660.00 MAINTAINING TRAFFIC | | | 0050 801-07215 1.000 DAY | 800.00000 800.00| 500.00000 500.00| 460.00000 460.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0051 802-05704 160.000 LFT | 7.00000 1120.00| 7.00000 1120.00| 7.00000 1120.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0052 802-76025 91.000 SFT | 18.00000 1638.00| 18.00000 1638.00| 18.00000 1638.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0053 805-02328 1050.000 LFT | 1.00000 1050.00| 1.00000 1050.00| 1.00000 1050.00 SIGNAL CABLE, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,484,198.17 ROUTE : 15 CALL ORDER : 341 CONTRACT ID : RS-27060-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 805-78795 320.000 LFT | 9.50000 3040.00| 9.50000 3040.00| 9.50000 3040.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0055 805-78800 2.000 EACH| 5.20000 10.40| 520.00000 1040.00| 520.00000 1040.00 SIGNAL DETECTOR HOUSING INSTALL | | | 0056 808-03631 35200.000 LFT | 0.32000 11264.00| 0.32000 11264.00| 0.32000 11264.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0057 808-03632 8104.000 LFT | 0.32000 2593.28| 0.32000 2593.28| 0.32000 2593.28 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0058 808-04896 4060.000 LFT | 0.32000 1299.20| 0.32000 1299.20| 0.32000 1299.20 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0059 808-06680 71.000 LFT | 4.75000 337.25| 4.75000 337.25| 4.75000 337.25 TRANSVERSE MARKINGS, EPOXY , SOLID, | | | WHITE, 12 IN., CROSSHATCH | | | 0060 808-06680 82.000 LFT | 2.90000 237.80| 2.90000 237.80| 2.90000 237.80 TRANSVERSE MARKINGS, EPOXY , SOLID, | | | WHITE, 8 IN., CROSSHATCH LINE | | | 0061 808-06680 411.000 LFT | 0.01000 4.11| 0.01000 4.11| 0.01000 4.11 TRANSVERSE MARKINGS, EPOXY , SOLID, | | | YELLOW, 8 IN., CROSSHATCH | | | 0062 808-07310 160.000 LFT | 4.75000 760.00| 4.75000 760.00| 4.75000 760.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0063 808-74805 60.000 LFT | 11.40000 684.00| 11.40000 684.00| 11.40000 684.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0064 808-74807 7.000 EACH| 145.00000 1015.00| 145.00000 1015.00| 145.00000 1015.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0065 808-74808 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0066 808-75996 246.000 EACH| 4.00000 984.00| 3.00000 738.00| 6.90000 1697.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 246.000 EACH| 17.00000 4182.00| 17.00000 4182.00| 17.00000 4182.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0068 808-94455 200.000 LFT | 3.15000 630.00| 3.15000 630.00| 3.15000 630.00 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 6 IN. | | | 0069 808-06716 5800.000 LFT | 0.50000 2900.00| 0.50000 2900.00| 0.50000 2900.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 341 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,484,198.17 ROUTE : 15 CALL ORDER : 341 CONTRACT ID : RS-27060-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1185040 |(3) 35-0918397 |BROOKS CONSTRUCTION |NIBLOCK EXCAVATING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,255,274.98| $ 1,298,272.99| $ 1,356,456.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,255,274.98| $ 1,298,272.99| $ 1,356,456.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,183,740.76 ROUTE : 66, 166 CALL ORDER : 351 CONTRACT ID : RS-27100-A COUNTIES : PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3262015 326200N SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,335,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 2,773,828.51 118.7935% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 12500.00000 12500.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1100.00000 11000.00| 1680.00000 16800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 116000.00000 116000.00| 135000.00000 135000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1525.000 LFT | 2.50000 3812.50| 2.50000 3812.50| GUARDRAIL, REMOVE | | | 0005 202-02271 1.000 EACH| 215.00000 215.00| 950.00000 950.00| HEADWALL, REMOVE | | | 0006 202-02676 500.000 TON | 4.10000 2050.00| 6.00000 3000.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0007 202-93741 29.000 EACH| 100.00000 2900.00| 265.00000 7685.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02000 76.500 CYS | 12.10000 925.65| 32.00000 2448.00| EXCAVATION, COMMON | | | 0009 203-02376 LUMP| 50000.00000 50000.00| 65000.00000 65000.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0010 205-06932 284.000 LFT | 1.90000 539.60| 1.90000 539.60| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 211-07454 535.000 CYS | 17.50000 9362.50| 54.60000 29211.00| STRUCTURE BACKFILL | | | 0012 303-07449 1820.000 TON | 18.00000 32760.00| 18.75000 34125.00| COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07490 1635.000 TON | 80.00000 130800.00| 84.00000 137340.00| HMA PATCHING, TYPE B | | | 0014 304-07493 5400.000 TON | 33.00000 178200.00| 35.75000 193050.00| WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,183,740.76 ROUTE : 66, 166 CALL ORDER : 351 CONTRACT ID : RS-27100-A COUNTIES : PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 306-08033 199130.000 SYS | 0.18000 35843.40| 0.67000 133417.10| MILLING, ASPHALT, 1 IN. | | | 0016 306-08034 8205.000 SYS | 0.21000 1723.05| 1.30000 10666.50| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08043 11260.000 SYS | 0.87000 9796.20| 1.65000 18579.00| MILLING, TRANSITION | | | 0018 401-07321 23250.000 TON | 31.00000 720750.00| 33.50000 778875.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07327 725.000 TON | 35.00000 25375.00| 44.50000 32262.50| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0020 401-07390 9800.000 TON | 30.00000 294000.00| 31.00000 303800.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 402-07451 1500.000 TON | 33.00000 49500.00| 43.80000 65700.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0022 405-05517 95.000 TON | 280.00000 26600.00| 245.00000 23275.00| ASPHALT FOR PRIME COAT | | | 0023 406-05520 102.000 TON | 175.00000 17850.00| 180.00000 18360.00| ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1685.00000 6740.00| 1685.00000 6740.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01625 5.000 EACH| 1475.00000 7375.00| 1475.00000 7375.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-01846 10.000 EACH| 1795.00000 17950.00| 1795.00000 17950.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-93346 12.000 EACH| 72.00000 864.00| 72.00000 864.00| GUARD RAIL CONNECTOR, AS | | | 0028 601-94689 38.000 EACH| 3000.00000 114000.00| 2700.00000 102600.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 670.000 LFT | 13.50000 9045.00| 13.50000 9045.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 610-07487 2075.000 TON | 43.00000 89225.00| 55.00000 114125.00| HMA FOR APPROACHES, TYPE B | | | 0031 611-06497 34.000 EACH| 105.00000 3570.00| 175.00000 5950.00| MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 4.000 EACH| 145.00000 580.00| 225.00000 900.00| MAILBOX ASSEMBLY, DOUBLE | | | 0033 616-02320 2960.000 SYS | 1.40000 4144.00| 2.35000 6956.00| GEOTEXTILES | | | 0034 616-06451 1355.000 TON | 18.60000 25203.00| 28.00000 37940.00| RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,183,740.76 ROUTE : 66, 166 CALL ORDER : 351 CONTRACT ID : RS-27100-A COUNTIES : PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06559 210.000 SYS | 5.65000 1186.50| 5.65000 1186.50| MULCHED SEEDING, R | | | 0036 702-90915 1.000 CYS | 555.00000 555.00| 4000.00000 4000.00| CONCRETE, A | | | 0037 715-05118 44.000 LFT | 31.00000 1364.00| 101.00000 4444.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0038 715-05119 66.000 LFT | 35.00000 2310.00| 150.00000 9900.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0039 715-05121 91.000 LFT | 45.00000 4095.00| 165.00000 15015.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0040 715-05123 133.000 LFT | 48.00000 6384.00| 140.00000 18620.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0041 715-05127 56.000 LFT | 75.00000 4200.00| 175.00000 9800.00| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0042 715-05128 125.000 LFT | 83.00000 10375.00| 135.00000 16875.00| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0043 715-05129 70.000 LFT | 84.00000 5880.00| 130.00000 9100.00| PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0044 715-05169 70.000 LFT | 39.00000 2730.00| 65.00000 4550.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0045 715-05842 2.000 EACH| 964.00000 1928.00| 1600.00000 3200.00| CONCRETE ANCHOR, 42 IN. | | | 0046 715-06004 6.000 EACH| 1060.00000 6360.00| 1200.00000 7200.00| CONCRETE ANCHOR, 48 IN. | | | 0047 715-06492 2.000 EACH| 1285.00000 2570.00| 1600.00000 3200.00| CONCRETE ANCHOR, 54 IN. | | | 0048 715-46010 3.000 EACH| 245.00000 735.00| 425.00000 1275.00| PIPE END SECTION, 18 IN. | | | 0049 715-46020 4.000 EACH| 278.00000 1112.00| 525.00000 2100.00| PIPE END SECTION, 24 IN. | | | 0050 715-95325 372.000 LFT | 47.50000 17670.00| 42.00000 15624.00| INVERT, CONCRETE PAVED | | | 0051 718-52610 24.000 CYS | 64.00000 1536.00| 40.00000 960.00| AGGREGATE FOR UNDERDRAINS | | | 0052 725-06858 74.000 LFT | 138.00000 10212.00| 138.00000 10212.00| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0053 725-06870 62.000 LFT | 104.00000 6448.00| 104.00000 6448.00| PIPE LINER, THERMOPLASTIC, 30 IN. | | | 0054 801-06203 14670.000 LFT | 0.34000 4987.80| 1.25000 18337.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0055 801-06207 14670.000 LFT | 0.61000 8948.70| 0.50000 7335.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,183,740.76 ROUTE : 66, 166 CALL ORDER : 351 CONTRACT ID : RS-27100-A COUNTIES : PERRY LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06640 67.000 EACH| 110.00000 7370.00| 68.00000 4556.00| CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 112222.00000 112222.00| 152881.11000 152881.11| MAINTAINING TRAFFIC | | | 0058 808-06712 10605.000 LFT | 0.08000 848.40| 0.08000 848.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0059 808-06713 293345.000 LFT | 0.08000 23467.60| 0.08000 23467.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-06714 231715.000 LFT | 0.08000 18537.20| 0.08000 18537.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0061 808-75297 108.000 LFT | 8.00000 864.00| 7.40000 799.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0062 808-75996 2218.000 EACH| 3.05000 6764.90| 3.10000 6875.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 3160.000 EACH| 16.50000 52140.00| 16.50000 52140.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,335,000.00| $ 2,773,828.51| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,335,000.00| $ 2,773,828.51| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 02420AD SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,595,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 2,652,144.05 102.2020% 3 35-1418333 ROGERS GROUP, INC. $ 2,684,712.89 103.4571% 4 35-1139301 E & B PAVING, INC. $ 2,846,873.81 109.7061% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1350.00000 20250.00| 1500.00000 22500.00| 1000.00000 15000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 129750.00000 129750.00| 132500.00000 132500.00| 135000.00000 135000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 50.000 LFT | 3.00000 150.00| 5.00000 250.00| 3.20000 160.00 GUARDRAIL, REMOVE | | | 0005 202-02272 143.000 LFT | 8.50000 1215.50| 18.00000 2574.00| 9.10000 1301.30 PAVED SIDE DITCH, REMOVE | | | 0006 202-02278 2070.000 LFT | 9.20000 19044.00| 12.00000 24840.00| 9.80000 20286.00 CURB, CONCRETE, REMOVE | | | 0007 202-52710 905.000 SYS | 11.20000 10136.00| 20.00000 18100.00| 12.00000 10860.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-93741 44.000 EACH| 115.00000 5060.00| 325.00000 14300.00| 123.00000 5412.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02000 225.000 CYS | 13.70000 3082.50| 16.00000 3600.00| 14.50000 3262.50 EXCAVATION, COMMON | | | 0010 203-02376 LUMP| 15800.00000 15800.00| 35000.00000 35000.00| 16850.00000 16850.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0011 205-06932 624.000 LFT | 3.10000 1934.40| 3.10000 1934.40| 3.30000 2059.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 211-02050 10.000 CYS | 25.90000 259.00| 85.00000 850.00| 27.50000 275.00 B BORROW | | | 0013 211-07454 280.000 CYS | 25.90000 7252.00| 49.00000 13720.00| 27.50000 7700.00 STRUCTURE BACKFILL | | | 0014 303-07449 2200.000 TON | 13.85000 30470.00| 20.00000 44000.00| 20.00000 44000.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-07490 2700.000 TON | 123.00000 332100.00| 135.00000 364500.00| 85.00000 229500.00 HMA PATCHING, TYPE B | | | 0016 306-08034 24000.000 SYS | 0.17000 4080.00| 1.05000 25200.00| 0.47000 11280.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08042 244000.000 SYS | 0.25000 61000.00| 0.50000 122000.00| 0.27000 65880.00 MILLING, SCARIFICATION/PROFILE | | | 0018 306-08043 36580.000 SYS | 0.29000 10608.20| 0.50000 18290.00| 1.45000 53041.00 MILLING, TRANSITION | | | 0019 401-07321 21100.000 TON | 40.00000 844000.00| 30.50000 643550.00| 39.50000 833450.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07327 4010.000 TON | 41.00000 164410.00| 40.00000 160400.00| 41.25000 165412.50 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0021 402-07451 500.000 TON | 40.00000 20000.00| 38.50000 19250.00| 70.00000 35000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0022 405-05517 58.000 TON | 265.00000 15370.00| 275.00000 15950.00| 180.00000 10440.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 90.000 TON | 172.00000 15480.00| 195.00000 17550.00| 180.00000 16200.00 ASPHALT FOR TACK COAT | | | 0024 601-01626 1.000 EACH| 1625.00000 1625.00| 1625.00000 1625.00| 1735.00000 1735.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-01701 1.000 EACH| 1945.00000 1945.00| 1945.00000 1945.00| 2075.00000 2075.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-01846 4.000 EACH| 1880.00000 7520.00| 1880.00000 7520.00| 2000.00000 8000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-06854 2.000 EACH| 2125.00000 4250.00| 2125.00000 4250.00| 2265.00000 4530.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 43.000 EACH| 3500.00000 150500.00| 3500.00000 150500.00| 2175.00000 93525.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-95300 4.000 EACH| 75.00000 300.00| 75.00000 300.00| 80.00000 320.00 CONNECTOR, A S | | | 0030 601-95344 45.000 LFT | 62.00000 2790.00| 120.00000 5400.00| 66.00000 2970.00 HANDRAIL, PEDESTRIAN | | | 0031 601-99105 363.000 LFT | 13.45000 4882.35| 13.45000 4882.35| 14.25000 5172.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 604-06070 172.000 SYS | 41.80000 7189.60| 55.00000 9460.00| 45.50000 7826.00 SIDEWALK, CONCRETE | | | 0033 604-07894 186.000 SYS | 72.60000 13503.60| 63.00000 11718.00| 79.00000 14694.00 CURB RAMP, CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 604-07896 98.100 SYS | 64.50000 6327.45| 63.00000 6180.30| 68.00000 6670.80 CURB RAMP, CONCRETE, B | | | 0035 604-07899 17.600 SYS | 64.50000 1135.20| 80.20000 1411.52| 69.00000 1214.40 CURB RAMP, CONCRETE, E | | | 0036 604-07901 493.000 SYS | 74.60000 36777.80| 88.00000 43384.00| 78.50000 38700.50 CURB RAMP, CONCRETE, G | | | 0037 604-07902 54.000 SYS | 74.60000 4028.40| 83.00000 4482.00| 79.50000 4293.00 CURB RAMP, CONCRETE, H | | | 0038 604-44251 0.440 CYS | 1200.00000 528.00| 1000.00000 440.00| 1300.00000 572.00 STEPS, CONCRETE | | | 0039 610-07487 2700.000 TON | 50.00000 135000.00| 40.00000 108000.00| 80.00000 216000.00 HMA FOR APPROACHES, TYPE B | | | 0040 612-04315 233.000 TON | 730.00000 170090.00| 730.00000 170090.00| 775.00000 180575.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0041 612-60410 4656.000 EACH| 6.50000 30264.00| 6.50000 30264.00| 7.00000 32592.00 DRILLED HOLE FOR UNDERSEAL | | | 0042 616-02320 1225.000 SYS | 2.20000 2695.00| 1.00000 1225.00| 2.35000 2878.75 GEOTEXTILES | | | 0043 616-06451 1535.000 TON | 33.70000 51729.50| 29.00000 44515.00| 36.00000 55260.00 RIPRAP, UNIFORM | | | 0044 621-01004 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| 695.00000 1390.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06559 2400.000 SYS | 0.60000 1440.00| 0.66000 1584.00| 0.70000 1680.00 MULCHED SEEDING, R | | | 0046 621-06567 2.200 MG | 1.00000 2.20| 1.00000 2.20| 1.00000 2.20 WATER | | | 0047 621-06575 546.000 SYS | 2.80000 1528.80| 6.00000 3276.00| 4.75000 2593.50 SODDING, NURSERY | | | 0048 702-90915 27.500 CYS | 612.00000 16830.00| 500.00000 13750.00| 650.00000 17875.00 CONCRETE, A | | | 0049 703-51030 515.000 LBS | 1.30000 669.50| 4.25000 2188.75| 1.40000 721.00 REINFORCING STEEL | | | 0050 715-05119 286.000 LFT | 102.00000 29172.00| 120.00000 34320.00| 110.00000 31460.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0051 715-05121 120.000 LFT | 214.00000 25680.00| 120.00000 14400.00| 230.00000 27600.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0052 715-05169 60.000 LFT | 86.00000 5160.00| 90.00000 5400.00| 92.00000 5520.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0053 715-06957 41.000 LFT | 8.00000 328.00| 10.00000 410.00| 8.50000 348.50 PIPE, TYPE 4, CIRCULAR, 3 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-46005 13.000 EACH| 375.00000 4875.00| 400.00000 5200.00| 400.00000 5200.00 PIPE END SECTION, 15 IN. | | | 0055 715-46010 4.000 EACH| 445.00000 1780.00| 425.00000 1700.00| 475.00000 1900.00 PIPE END SECTION, 18 IN. | | | 0056 720-45030 2.000 EACH| 2560.00000 5120.00| 3500.00000 7000.00| 2700.00000 5400.00 INLET, E7 | | | 0057 801-06203 8695.000 LFT | 0.35000 3043.25| 1.00000 8695.00| 0.20000 1739.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0058 801-06207 8695.000 LFT | 0.95000 8260.25| 1.45000 12607.75| 0.60000 5217.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06640 119.000 EACH| 79.00000 9401.00| 79.00000 9401.00| 155.00000 18445.00 CONSTRUCTION SIGN, A | | | 0060 801-06775 LUMP| 39389.47000 39389.47| 110000.00000 110000.00| 86000.00000 86000.00 MAINTAINING TRAFFIC | | | 0061 805-78470 2756.000 LFT | 0.42000 1157.52| 0.42000 1157.52| 0.45000 1240.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0062 805-78795 1040.000 LFT | 7.75000 8060.00| 7.75000 8060.00| 8.26360 8594.14 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0063 808-06703 2150.000 LFT | 0.50000 1075.00| 0.50000 1075.00| 0.50000 1075.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0064 808-06706 273.000 LFT | 3.50000 955.50| 3.50000 955.50| 3.20000 873.60 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0065 808-06712 9250.000 LFT | 0.08000 740.00| 0.08000 740.00| 0.10000 925.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0066 808-06713 169150.000 LFT | 0.08000 13532.00| 0.08000 13532.00| 0.09000 15223.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 122100.000 LFT | 0.08000 9768.00| 0.08000 9768.00| 0.09600 11721.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 808-75215 162.000 LFT | 1.75000 283.50| 1.75000 283.50| 1.00000 162.00 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0069 808-75240 275.000 LFT | 0.50000 137.50| 0.50000 137.50| 0.50000 137.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0070 808-75245 1100.000 LFT | 0.50000 550.00| 0.50000 550.00| 0.50000 550.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0071 808-75260 750.000 LFT | 1.75000 1312.50| 1.75000 1312.50| 1.00000 750.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1418333 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75290 799.000 LFT | 3.50000 2796.50| 3.50000 2796.50| 3.15000 2516.85 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0073 808-75297 381.000 LFT | 3.50000 1333.50| 3.50000 1333.50| 3.15000 1200.15 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0074 808-75300 1002.000 LFT | 0.86000 861.72| 0.86000 861.72| 0.85000 851.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0075 808-75320 11.000 EACH| 53.00000 583.00| 53.00000 583.00| 53.75000 591.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 6.000 EACH| 76.00000 456.00| 76.00000 456.00| 64.50000 387.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-75340 6.000 EACH| 282.00000 1692.00| 282.00000 1692.00| 420.00000 2520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0078 808-75350 1.000 EACH| 125.00000 125.00| 125.00000 125.00| 105.00000 105.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0079 808-75996 1935.000 EACH| 3.05000 5901.75| 3.50000 6772.50| 6.20000 11997.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 1935.000 EACH| 17.10000 33088.50| 17.10000 33088.50| 18.00000 34830.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0081 808-92027 1862.000 LFT | 1.17000 2178.54| 1.17000 2178.54| 0.75000 1396.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 2,595,000.00| $ 2,652,144.05| $ 2,684,712.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,595,000.00| $ 2,652,144.05| $ 2,684,712.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE | | | 0001 105-06845 LUMP| 32000.00000 32000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1500.00000 22500.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 142300.00000 142300.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 50.000 LFT | 5.00000 250.00| | GUARDRAIL, REMOVE | | | 0005 202-02272 143.000 LFT | 8.50000 1215.50| | PAVED SIDE DITCH, REMOVE | | | 0006 202-02278 2070.000 LFT | 9.20000 19044.00| | CURB, CONCRETE, REMOVE | | | 0007 202-52710 905.000 SYS | 11.20000 10136.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-93741 44.000 EACH| 250.00000 11000.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0009 203-02000 225.000 CYS | 13.70000 3082.50| | EXCAVATION, COMMON | | | 0010 203-02376 LUMP| 15800.00000 15800.00| | EXCAVATION, COMMON, FOR DITCH GRADING | | | 0011 205-06932 624.000 LFT | 10.00000 6240.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0012 211-02050 10.000 CYS | 25.90000 259.00| | B BORROW | | | 0013 211-07454 280.000 CYS | 25.90000 7252.00| | STRUCTURE BACKFILL | | | 0014 303-07449 2200.000 TON | 28.00000 61600.00| | COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07490 2700.000 TON | 112.00000 302400.00| | HMA PATCHING, TYPE B | | | 0016 306-08034 24000.000 SYS | 1.20000 28800.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08042 244000.000 SYS | 0.45000 109800.00| | MILLING, SCARIFICATION/PROFILE | | | 0018 306-08043 36580.000 SYS | 1.20000 43896.00| | MILLING, TRANSITION | | | 0019 401-07321 21100.000 TON | 40.00000 844000.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07327 4010.000 TON | 43.00000 172430.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07451 500.000 TON | 60.00000 30000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0022 405-05517 58.000 TON | 325.00000 18850.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 90.000 TON | 150.00000 13500.00| | ASPHALT FOR TACK COAT | | | 0024 601-01626 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0025 601-01701 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-01846 4.000 EACH| 1700.00000 6800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-06854 2.000 EACH| 2000.00000 4000.00| | GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 43.000 EACH| 2350.00000 101050.00| | GUARDRAIL END TREATMENT, OS | | | 0029 601-95300 4.000 EACH| 200.00000 800.00| | CONNECTOR, A S | | | 0030 601-95344 45.000 LFT | 62.00000 2790.00| | HANDRAIL, PEDESTRIAN | | | 0031 601-99105 363.000 LFT | 15.00000 5445.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 604-06070 172.000 SYS | 41.80000 7189.60| | SIDEWALK, CONCRETE | | | 0033 604-07894 186.000 SYS | 72.60000 13503.60| | CURB RAMP, CONCRETE, A | | | 0034 604-07896 98.100 SYS | 64.50000 6327.45| | CURB RAMP, CONCRETE, B | | | 0035 604-07899 17.600 SYS | 64.50000 1135.20| | CURB RAMP, CONCRETE, E | | | 0036 604-07901 493.000 SYS | 74.60000 36777.80| | CURB RAMP, CONCRETE, G | | | 0037 604-07902 54.000 SYS | 74.60000 4028.40| | CURB RAMP, CONCRETE, H | | | 0038 604-44251 0.440 CYS | 1200.00000 528.00| | STEPS, CONCRETE | | | 0039 610-07487 2700.000 TON | 60.00000 162000.00| | HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 612-04315 233.000 TON | 730.00000 170090.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0041 612-60410 4656.000 EACH| 6.50000 30264.00| | DRILLED HOLE FOR UNDERSEAL | | | 0042 616-02320 1225.000 SYS | 2.20000 2695.00| | GEOTEXTILES | | | 0043 616-06451 1535.000 TON | 33.70000 51729.50| | RIPRAP, UNIFORM | | | 0044 621-01004 2.000 EACH| 600.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06559 2400.000 SYS | 0.60000 1440.00| | MULCHED SEEDING, R | | | 0046 621-06567 2.200 MG | 1.00000 2.20| | WATER | | | 0047 621-06575 546.000 SYS | 2.80000 1528.80| | SODDING, NURSERY | | | 0048 702-90915 27.500 CYS | 612.00000 16830.00| | CONCRETE, A | | | 0049 703-51030 515.000 LBS | 1.30000 669.50| | REINFORCING STEEL | | | 0050 715-05119 286.000 LFT | 102.00000 29172.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0051 715-05121 120.000 LFT | 214.00000 25680.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0052 715-05169 60.000 LFT | 86.00000 5160.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0053 715-06957 41.000 LFT | 8.00000 328.00| | PIPE, TYPE 4, CIRCULAR, 3 IN. | | | 0054 715-46005 13.000 EACH| 375.00000 4875.00| | PIPE END SECTION, 15 IN. | | | 0055 715-46010 4.000 EACH| 445.00000 1780.00| | PIPE END SECTION, 18 IN. | | | 0056 720-45030 2.000 EACH| 2580.00000 5160.00| | INLET, E7 | | | 0057 801-06203 8695.000 LFT | 0.50000 4347.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0058 801-06207 8695.000 LFT | 1.50000 13042.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06640 119.000 EACH| 79.00000 9401.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06775 LUMP| 132000.00000 132000.00| | MAINTAINING TRAFFIC | | | 0061 805-78470 2756.000 LFT | 0.42000 1157.52| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0062 805-78795 1040.000 LFT | 7.75000 8060.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0063 808-06703 2150.000 LFT | 0.50000 1075.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0064 808-06706 273.000 LFT | 3.50000 955.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0065 808-06712 9250.000 LFT | 0.08000 740.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0066 808-06713 169150.000 LFT | 0.08000 13532.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 122100.000 LFT | 0.08000 9768.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 808-75215 162.000 LFT | 1.75000 283.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0069 808-75240 275.000 LFT | 0.50000 137.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0070 808-75245 1100.000 LFT | 0.50000 550.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0071 808-75260 750.000 LFT | 1.75000 1312.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0072 808-75290 799.000 LFT | 3.50000 2796.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0073 808-75297 381.000 LFT | 3.50000 1333.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0074 808-75300 1002.000 LFT | 0.85000 851.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0075 808-75320 11.000 EACH| 53.00000 583.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 361 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,731,961.10 ROUTE : SR 61 CALL ORDER : 361 CONTRACT ID : RS-27103-A COUNTIES : PIKE KNOX LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-75325 6.000 EACH| 76.00000 456.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-75340 6.000 EACH| 282.00000 1692.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0078 808-75350 1.000 EACH| 125.00000 125.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (SCHOOL) | | | 0079 808-75996 1935.000 EACH| 3.50000 6772.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 1935.000 EACH| 17.10000 33088.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0081 808-92027 1862.000 LFT | 1.17000 2178.54| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 2,846,873.81| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,846,873.81| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 367 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,549,631.50 ROUTE : 35 CALL ORDER : 367 CONTRACT ID : RS-27117-B COUNTIES : CASS LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1465005 1465005 1465005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,694,781.20 100.0000% ==================================================================================================================================== |(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 RESURFACE | | | 0001 105-06845 LUMP| 40000.00000 40000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH| 150.00000 150.00| | PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH| 150.00000 300.00| | PHONE(INSPECTOR) | | | 0004 105-06906 6.000 MOS | 150.00000 900.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 6.000 MOS | 300.00000 1800.00| | CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 7.000 MOS | 2000.00000 14000.00| | FIELD OFFICE, B | | | 0007 110-01001 LUMP| 234000.00000 234000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-01015 LUMP| 8000.00000 8000.00| | CLEARING AND GRUBBING | | | 0009 202-02240 475.000 SYS | 5.00000 2375.00| | PAVEMENT REMOVAL | | | 0010 202-02241 3046.000 LFT | 1.50000 4569.00| | GUARDRAIL, REMOVE | | | 0011 202-02772 4.000 EACH| 300.00000 1200.00| | CASTING, REMOVE | | | 0012 202-52710 104.300 SYS | 26.79000 2794.20| | SIDEWALK, CONCRETE, REMOVE | | | 0013 202-93741 32.000 EACH| 150.00000 4800.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0014 202-96133 243.000 LFT | 12.00000 2916.00| | PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 367 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,549,631.50 ROUTE : 35 CALL ORDER : 367 CONTRACT ID : RS-27117-B COUNTIES : CASS LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE 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 203-02000 3000.000 CYS | 35.00000 105000.00| | EXCAVATION, COMMON | | | 0016 203-02070 1500.000 CYS | 30.00000 45000.00| | BORROW | | | 0017 205-06932 300.000 LFT | 7.26000 2178.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0018 211-02050 500.000 CYS | 15.00000 7500.00| | B BORROW | | | 0019 211-07454 350.000 CYS | 15.00000 5250.00| | STRUCTURE BACKFILL | | | 0020 303-07449 10286.000 TON | 8.00000 82288.00| | COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07491 375.000 TON | 85.00000 31875.00| | HMA PATCHING, TYPE C | | | 0022 304-07494 24023.000 TON | 46.50000 1117069.50| | WIDENING WITH HMA, TYPE C | | | 0023 306-08034 171490.000 SYS | 1.20000 205788.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0024 306-08043 7550.000 SYS | 0.92000 6946.00| | MILLING, TRANSITION | | | 0025 401-06264 LUMP| 12000.00000 12000.00| | PROFILOGRAPH, HMA | | | 0026 401-07328 21061.000 TON | 41.00000 863501.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0027 401-07398 26882.000 TON | 36.00000 967752.00| | QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0028 401-07413 500.000 TON | 46.00000 23000.00| | QC/QA-HMA, 3, 70, BASE, 25.0 mm | | | 0029 402-07452 500.000 TON | 40.00000 20000.00| | HMA, TYPE C, WEDGE AND LEVEL | | | 0030 406-05520 150.000 TON | 50.00000 7500.00| | ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01625 2.000 EACH| 1600.00000 3200.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0033 601-01700 5.000 EACH| 1800.00000 9000.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0034 601-06854 16.000 EACH| 2000.00000 32000.00| | GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 367 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,549,631.50 ROUTE : 35 CALL ORDER : 367 CONTRACT ID : RS-27117-B COUNTIES : CASS LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-93346 4.000 EACH| 100.00000 400.00| | GUARD RAIL CONNECTOR, AS | | | 0036 601-94689 47.000 EACH| 2050.00000 96350.00| | GUARDRAIL END TREATMENT, OS | | | 0037 601-97774 6.000 EACH| 900.00000 5400.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0038 601-99105 7285.500 LFT | 10.50000 76497.75| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0039 604-07896 42.000 SYS | 191.91000 8060.22| | CURB RAMP, CONCRETE, B | | | 0040 604-07897 37.800 SYS | 235.59000 8905.30| | CURB RAMP, CONCRETE, C | | | 0041 604-07901 24.500 SYS | 161.03000 3945.24| | CURB RAMP, CONCRETE, G | | | 0042 605-06120 600.000 LFT | 30.85000 18510.00| | CURB, CONCRETE | | | 0043 606-07484 800.000 LFT | 3.21000 2568.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0044 610-07488 2400.000 TON | 70.00000 168000.00| | HMA FOR APPROACHES, TYPE C | | | 0045 611-05330 475.000 SYS | 48.00000 22800.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0046 611-06497 4.000 EACH| 175.00000 700.00| | MAILBOX ASSEMBLY, SINGLE | | | 0047 615-06527 3.000 EACH| 475.00000 1425.00| | MONUMENT, SECTION CORNER | | | 0048 616-02320 125.000 SYS | 6.00000 750.00| | GEOTEXTILES | | | 0049 616-06405 120.000 TON | 30.00000 3600.00| | RIPRAP, REVETMENT | | | 0050 621-01004 3.000 EACH| 200.00000 600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06559 15000.000 SYS | 0.38000 5700.00| | MULCHED SEEDING, R | | | 0052 621-06574 5000.000 SYS | 2.76000 13800.00| | SODDING | | | 0053 715-05118 50.000 LFT | 40.00000 2000.00| | PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 367 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,549,631.50 ROUTE : 35 CALL ORDER : 367 CONTRACT ID : RS-27117-B COUNTIES : CASS LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05175 179.000 LFT | 45.00000 8055.00| | PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0055 715-05177 108.000 LFT | 50.00000 5400.00| | PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0056 715-46000 2.000 EACH| 250.00000 500.00| | PIPE END SECTION, 12 IN. | | | 0057 715-46030 6.000 EACH| 500.00000 3000.00| | PIPE END SECTION, 30 IN. | | | 0058 715-46040 2.000 EACH| 550.00000 1100.00| | PIPE END SECTION, 36 IN. | | | 0059 720-44000 40.000 EACH| 425.00000 17000.00| | CASTING, ADJUST TO GRADE | | | 0060 720-44045 4.000 EACH| 500.00000 2000.00| | CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0061 801-01093 12.000 EACH| 400.00000 4800.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0062 801-06203 13464.000 LFT | 0.14000 1884.96| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0063 801-06207 6732.000 LFT | 0.99000 6664.68| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0064 801-06640 64.000 EACH| 125.00000 8000.00| | CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 267213.86000 267213.86| | MAINTAINING TRAFFIC | | | 0066 804-76295 10.000 EACH| 35.00000 350.00| | DELINEATOR, WHITE, 3 IN. DIA | | | 0067 808-06703 128029.000 LFT | 0.23000 29446.67| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0068 808-75240 14390.000 LFT | 0.23000 3309.70| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0069 808-75245 17774.000 LFT | 0.23000 4088.02| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0070 808-75297 100.000 LFT | 5.15000 515.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0071 808-75300 286.000 LFT | 1.35000 386.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 367 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,549,631.50 ROUTE : 35 CALL ORDER : 367 CONTRACT ID : RS-27117-B COUNTIES : CASS LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75996 950.000 EACH| 5.32000 5054.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 950.000 EACH| 17.00000 16150.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,694,781.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,694,781.20| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,174,632.19 ROUTE : US 24 CALL ORDER : 371 CONTRACT ID : RS-27122-A COUNTIES : NEWTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 144100L SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,815,777.90 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,389,669.64 120.3812% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 14900.00000 14900.00| CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH| 100.00000 100.00| 56.32000 56.32| PHONE(SUPERVISOR) | | | 0003 105-06905 1.000 EACH| 100.00000 100.00| 56.32000 56.32| PHONE(INSPECTOR) | | | 0004 105-06906 6.000 MOS | 80.00000 480.00| 67.58000 405.48| CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 6.000 MOS | 80.00000 480.00| 67.58000 405.48| CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07039 6.000 MOS | 2000.00000 12000.00| 2271.44000 13628.64| FIELD OFFICE, B | | | 0007 110-01001 LUMP| 140775.00000 140775.00| 134769.53000 134769.53| MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02241 2692.000 LFT | 1.25000 3365.00| 1.25000 3365.00| GUARDRAIL, REMOVE | | | 0009 202-02271 8.000 EACH| 215.00000 1720.00| 433.28000 3466.24| HEADWALL, REMOVE | | | 0010 202-02278 1023.000 LFT | 7.00000 7161.00| 20.98000 21462.54| CURB, CONCRETE, REMOVE | | | 0011 202-02772 4.000 EACH| 305.00000 1220.00| 114.55000 458.20| CASTING, REMOVE | | | 0012 202-93741 8.000 EACH| 700.00000 5600.00| 340.00000 2720.00| GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 944.000 CYS | 16.00000 15104.00| 15.72000 14839.68| EXCAVATION, COMMON | | | 0014 203-02070 400.000 CYS | 31.50000 12600.00| 29.30000 11720.00| BORROW | | | 0015 203-02080 0.400 MILE| 27000.00000 10800.00| 22591.60000 9036.64| LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,174,632.19 ROUTE : US 24 CALL ORDER : 371 CONTRACT ID : RS-27122-A COUNTIES : NEWTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 211-07454 400.000 CYS | 30.00000 12000.00| 19.15000 7660.00| STRUCTURE BACKFILL | | | 0017 301-07448 2440.000 TON | 17.50000 42700.00| 17.09000 41699.60| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 8550.000 TON | 11.75000 100462.50| 14.31000 122350.50| COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07783 850.000 TON | 125.25000 106462.50| 182.92000 155482.00| HMA PATCHING, TYPE D | | | 0020 306-08032 5000.000 SYS | 1.75000 8750.00| 2.74000 13700.00| MILLING, TRANSITION | | | 0021 306-08034 235227.530 SYS | 0.25000 58806.88| 0.46000 108204.66| MILLING, ASPHALT, 1 1/2 IN. | | | 0022 401-06264 LUMP| 5000.00000 5000.00| 6410.02000 6410.02| PROFILOGRAPH, HMA | | | 0023 401-07329 19489.000 TON | 41.75000 813665.75| 52.16000 1016546.24| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0024 401-07399 29289.000 TON | 29.25000 856703.25| 38.37000 1123818.93| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0025 401-07414 795.000 TON | 34.75000 27626.25| 53.47000 42508.65| QC/QA-HMA, 4, 70, BASE, 25.0 mm | | | 0026 406-05520 120.000 TON | 240.00000 28800.00| 168.27000 20192.40| ASPHALT FOR TACK COAT | | | 0027 601-01128 2.000 EACH| 930.00000 1860.00| 920.00000 1840.00| GUARDRAIL TRANSITION TYPE WGB | | | 0028 601-01522 6.000 EACH| 1150.00000 6900.00| 1145.00000 6870.00| GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01846 2.000 EACH| 1900.00000 3800.00| 1610.00000 3220.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0030 601-06854 5.000 EACH| 2000.00000 10000.00| 1995.00000 9975.00| GUARDRAIL, W-BEAM, NESTED | | | 0031 601-94689 24.000 EACH| 2725.00000 65400.00| 2389.50000 57348.00| GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 4087.500 LFT | 10.00000 40875.00| 9.80000 40057.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 604-06069 35.000 SYS | 224.75000 7866.25| 140.54000 4918.90| CURB RAMP, CONCRETE | | | 0035 605-06120 1100.000 LFT | 16.25000 17875.00| 20.74000 22814.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,174,632.19 ROUTE : US 24 CALL ORDER : 371 CONTRACT ID : RS-27122-A COUNTIES : NEWTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 610-07788 1000.000 TON | 78.75000 78750.00| 91.14000 91140.00| HMA FOR APPROACHES, TYPE D | | | 0037 615-06520 4.000 EACH| 930.00000 3720.00| 653.27000 2613.08| MONUMENT, RE-ESTABLISH | | | 0038 615-06527 4.000 EACH| 950.00000 3800.00| 596.95000 2387.80| MONUMENT, SECTION CORNER | | | 0039 621-01004 2.000 EACH| 310.00000 620.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 200.000 SYS | 3.25000 650.00| 3.16000 632.00| MULCHED SEEDING, R | | | 0041 621-06574 200.000 SYS | 11.50000 2300.00| 11.50000 2300.00| SODDING | | | 0042 702-90915 0.700 CYS | 1650.00000 1155.00| 1658.13000 1160.69| CONCRETE, A | | | 0043 715-01354 62.000 LFT | 22.00000 1364.00| 47.31000 2933.22| CLEAN EXISTING PIPE | | | 0044 715-05019 8.000 LFT | 160.00000 1280.00| 73.54000 588.32| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0045 715-05237 10.000 LFT | 225.00000 2250.00| 81.20000 812.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0046 715-46005 6.000 EACH| 300.00000 1800.00| 375.72000 2254.32| PIPE END SECTION, 15 IN. | | | 0047 715-46020 2.000 EACH| 600.00000 1200.00| 584.45000 1168.90| PIPE END SECTION, 24 IN. | | | 0048 715-46040 1.000 EACH| 1150.00000 1150.00| 787.03000 787.03| PIPE END SECTION, 36 IN. | | | 0049 715-46095 1.000 EACH| 1150.00000 1150.00| 891.19000 891.19| PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0050 715-97691 1.000 EACH| 5555.50000 5555.50| 7482.78000 7482.78| GRATED BOX END SECTION, I, 3:1, 36 IN. | | | 0051 720-44000 17.000 EACH| 525.25000 8929.25| 478.72000 8138.24| CASTING, ADJUST TO GRADE | | | 0052 720-44035 2.000 EACH| 700.00000 1400.00| 884.19000 1768.38| CASTING, 6, FURNISH AND ADJUST TO GRADE | | | 0053 720-44045 2.000 EACH| 675.00000 1350.00| 850.40000 1700.80| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0054 801-01093 12.000 EACH| 575.00000 6900.00| 575.00000 6900.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,174,632.19 ROUTE : US 24 CALL ORDER : 371 CONTRACT ID : RS-27122-A COUNTIES : NEWTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06203 11829.000 LFT | 0.25000 2957.25| 0.98000 11592.42| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0056 801-06207 6086.000 LFT | 1.25000 7607.50| 1.05000 6390.30| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0057 801-06640 42.000 EACH| 76.00000 3192.00| 75.00000 3150.00| CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP| 129025.00000 129025.00| 78390.69000 78390.69| MAINTAINING TRAFFIC | | | 0059 804-76295 10.000 EACH| 16.50000 165.00| 16.00000 160.00| DELINEATOR, WHITE, 3 IN. DIA | | | 0060 805-02503 120.000 LFT | 0.80000 96.00| 9.28000 1113.60| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0061 805-78795 120.000 LFT | 12.00000 1440.00| 24.95000 2994.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0062 805-92951 2.000 EACH| 350.00000 700.00| 859.64000 1719.28| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0063 808-03439 50.000 LFT | 3.00000 150.00| 2.95000 147.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0064 808-06703 116899.000 LFT | 0.23000 26886.77| 0.23000 26886.77| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0065 808-75240 13390.000 LFT | 0.23000 3079.70| 0.23000 3079.70| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0066 808-75245 15145.000 LFT | 0.23000 3483.35| 0.23000 3483.35| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75297 278.000 LFT | 3.00000 834.00| 2.95000 820.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0068 808-75320 12.000 EACH| 53.00000 636.00| 53.00000 636.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0069 808-75325 6.000 EACH| 77.00000 462.00| 76.00000 456.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0070 808-75340 6.000 EACH| 275.00000 1650.00| 275.00000 1650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0071 808-75996 865.000 EACH| 4.00000 3460.00| 3.95000 3416.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,174,632.19 ROUTE : US 24 CALL ORDER : 371 CONTRACT ID : RS-27122-A COUNTIES : NEWTON LETTING DATE : 02/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75998 865.000 EACH| 25.00000 21625.00| 25.00000 21625.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0073 802-07059 360.000 EACH| 18.00000 6480.00| 18.00000 6480.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0074 802-05701 1680.000 LFT | 9.75000 16380.00| 9.73000 16346.40| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0075 802-05702 180.000 LFT | 7.00000 1260.00| 6.85000 1233.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0076 802-76025 1152.000 SFT | 10.10000 11635.20| 10.03000 11554.56| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0077 802-76035 560.000 SFT | 12.10000 6776.00| 12.10000 6776.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0078 802-76045 150.000 SFT | 16.10000 2415.00| 16.02000 2403.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | SECTION TOTALS | $ 2,815,777.90| $ 3,389,669.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,815,777.90| $ 3,389,669.64| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 375 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 41 CALL ORDER : 375 CONTRACT ID : RS-27154-B COUNTIES : VIGO LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,759,300.52 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,247,735.10 ROUTE : US 136 CALL ORDER : 381 CONTRACT ID : RS-27320-A COUNTIES : HENDRICKS LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 523200K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,057,496.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,118,800.00 105.7970% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,224,076.10 115.7523% 4 31-4351261 SHELLY & SANDS, INC. $ 1,256,777.67 118.8446% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1151771 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 2990.40000 2990.40| 5500.00000 5500.00| 4250.00000 4250.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2100.00000 12600.00| 2000.00000 12000.00| 2900.00000 17400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 9500.00000 9500.00| 49000.00000 49000.00| 58650.00000 58650.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-93741 3.000 EACH| 200.00000 600.00| 160.00000 480.00| 488.00000 1464.00 GUARD RAIL END TREATMENT, REMOVE | | | 0005 203-02080 8.590 MILE| 900.00000 7731.00| 6850.00000 58841.50| 5266.00000 45234.94 LINEAR GRADING | | | 0006 303-01180 3438.000 TON | 27.00000 92826.00| 13.25000 45553.50| 14.00000 48132.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 303-07449 585.000 TON | 20.00000 11700.00| 16.50000 9652.50| 16.00000 9360.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 1000.000 TON | 85.00000 85000.00| 71.00000 71000.00| 80.00000 80000.00 HMA PATCHING, TYPE B | | | 0009 304-07493 1700.000 TON | 75.00000 127500.00| 53.50000 90950.00| 84.00000 142800.00 WIDENING WITH HMA, TYPE B | | | 0010 306-08033 53150.000 SYS | 0.20000 10630.00| 0.50000 26575.00| 0.35000 18602.50 MILLING, ASPHALT, 1 IN. | | | 0011 306-08034 3178.000 SYS | 1.50000 4767.00| 0.60000 1906.80| 1.45000 4608.10 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 6665.000 SYS | 0.30000 1999.50| 1.25000 8331.25| 1.15000 7664.75 MILLING, TRANSITION | | | 0013 401-06264 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 2940.00000 2940.00 PROFILOGRAPH, HMA | | | 0014 401-07328 6890.000 TON | 36.00000 248040.00| 42.00000 289380.00| 46.00000 316940.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,247,735.10 ROUTE : US 136 CALL ORDER : 381 CONTRACT ID : RS-27320-A COUNTIES : HENDRICKS LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1151771 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-07379 8073.000 TON | 32.00000 258336.00| 34.00000 274482.00| 35.30000 284976.90 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0016 402-07451 250.000 TON | 40.00000 10000.00| 36.00000 9000.00| 34.30000 8575.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0017 405-05517 14.110 TON | 210.00000 2963.10| 325.00000 4585.75| 250.00000 3527.50 ASPHALT FOR PRIME COAT | | | 0018 406-05520 37.070 TON | 170.00000 6301.90| 170.00000 6301.90| 150.00000 5560.50 ASPHALT FOR TACK COAT | | | 0019 601-94689 3.000 EACH| 2400.00000 7200.00| 2400.00000 7200.00| 2651.00000 7953.00 GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 100.000 LFT | 16.50000 1650.00| 16.25000 1625.00| 20.50000 2050.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 608-04395 40.000 TON | 60.00000 2400.00| 55.00000 2200.00| 35.75000 1430.00 AGGREGATE FOR SHOULDER DRAINS | | | 0022 610-07487 572.000 TON | 58.00000 33176.00| 57.00000 32604.00| 61.25000 35035.00 HMA FOR APPROACHES, TYPE B | | | 0023 612-04315 50.000 TON | 750.00000 37500.00| 740.00000 37000.00| 777.00000 38850.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 1157.000 EACH| 7.00000 8099.00| 6.70000 7751.90| 7.00000 8099.00 DRILLED HOLE FOR UNDERSEAL | | | 0025 615-06505 7.000 EACH| 850.00000 5950.00| 545.00000 3815.00| 535.50000 3748.50 MONUMENT, B | | | 0026 615-06525 2.000 EACH| 780.00000 1560.00| 800.00000 1600.00| 740.25000 1480.50 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0027 801-03290 4.000 EACH| 85.00000 340.00| 85.00000 340.00| 120.75000 483.00 CONSTRUCTION SIGN, C | | | 0028 801-06203 6000.000 LFT | 0.30000 1800.00| 0.85000 5100.00| 0.90000 5400.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 3000.000 LFT | 1.10000 3300.00| 1.00000 3000.00| 1.15000 3450.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 26.000 EACH| 72.00000 1872.00| 74.00000 1924.00| 78.75000 2047.50 CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 35000.00000 35000.00| 22150.90000 22150.90| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0032 808-03631 200.000 LFT | 4.60000 920.00| 4.75000 950.00| 5.75000 1150.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0033 808-03632 100.000 LFT | 4.60000 460.00| 4.75000 475.00| 5.75000 575.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0034 808-04896 25.000 LFT | 4.60000 115.00| 4.75000 118.75| 5.75000 143.75 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,247,735.10 ROUTE : US 136 CALL ORDER : 381 CONTRACT ID : RS-27320-A COUNTIES : HENDRICKS LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1151771 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-06703 47836.000 LFT | 0.25000 11959.00| 0.25000 11959.00| 0.26000 12437.36 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0036 808-75240 5277.000 LFT | 0.30000 1583.10| 0.25000 1319.25| 0.26000 1372.02 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0037 808-75245 14108.000 LFT | 0.25000 3527.00| 0.25000 3527.00| 0.26000 3668.08 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0038 808-75297 60.000 LFT | 6.00000 360.00| 6.00000 360.00| 5.50000 330.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0039 808-75340 4.000 EACH| 310.00000 1240.00| 310.00000 1240.00| 384.30000 1537.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0040 808-75996 500.000 EACH| 4.00000 2000.00| 8.00000 4000.00| 4.30000 2150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,057,496.00| $ 1,118,800.00| $ 1,224,076.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,057,496.00| $ 1,118,800.00| $ 1,224,076.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,247,735.10 ROUTE : US 136 CALL ORDER : 381 CONTRACT ID : RS-27320-A COUNTIES : HENDRICKS LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACING | | | 0001 105-06845 LUMP| 5500.00000 5500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1540.00000 9240.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 62000.00000 62000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-93741 3.000 EACH| 450.00000 1350.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0005 203-02080 8.590 MILE| 1500.00000 12885.00| | LINEAR GRADING | | | 0006 303-01180 3438.000 TON | 18.60000 63946.80| | COMPACTED AGGREGATE, NO. 53 | | | 0007 303-07449 585.000 TON | 18.60000 10881.00| | COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 1000.000 TON | 119.00000 119000.00| | HMA PATCHING, TYPE B | | | 0009 304-07493 1700.000 TON | 75.00000 127500.00| | WIDENING WITH HMA, TYPE B | | | 0010 306-08033 53150.000 SYS | 1.05000 55807.50| | MILLING, ASPHALT, 1 IN. | | | 0011 306-08034 3178.000 SYS | 1.45000 4608.10| | MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08043 6665.000 SYS | 1.80000 11997.00| | MILLING, TRANSITION | | | 0013 401-06264 LUMP| 4500.00000 4500.00| | PROFILOGRAPH, HMA | | | 0014 401-07328 6890.000 TON | 39.00000 268710.00| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0015 401-07379 8073.000 TON | 38.00000 306774.00| | QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0016 402-07451 250.000 TON | 45.00000 11250.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0017 405-05517 14.110 TON | 410.00000 5785.10| | ASPHALT FOR PRIME COAT | | | 0018 406-05520 37.070 TON | 174.00000 6450.18| | ASPHALT FOR TACK COAT | | | 0019 601-94689 3.000 EACH| 3125.00000 9375.00| | GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 100.000 LFT | 17.00000 1700.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 381 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,247,735.10 ROUTE : US 136 CALL ORDER : 381 CONTRACT ID : RS-27320-A COUNTIES : HENDRICKS LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 608-04395 40.000 TON | 18.00000 720.00| | AGGREGATE FOR SHOULDER DRAINS | | | 0022 610-07487 572.000 TON | 85.00000 48620.00| | HMA FOR APPROACHES, TYPE B | | | 0023 612-04315 50.000 TON | 780.00000 39000.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0024 612-60410 1157.000 EACH| 7.10000 8214.70| | DRILLED HOLE FOR UNDERSEAL | | | 0025 615-06505 7.000 EACH| 540.00000 3780.00| | MONUMENT, B | | | 0026 615-06525 2.000 EACH| 750.00000 1500.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0027 801-03290 4.000 EACH| 85.00000 340.00| | CONSTRUCTION SIGN, C | | | 0028 801-06203 6000.000 LFT | 0.25000 1500.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 3000.000 LFT | 0.25000 750.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 26.000 EACH| 75.00000 1950.00| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 29000.00000 29000.00| | MAINTAINING TRAFFIC | | | 0032 808-03631 200.000 LFT | 4.50000 900.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0033 808-03632 100.000 LFT | 4.50000 450.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0034 808-04896 25.000 LFT | 4.50000 112.50| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0035 808-06703 47836.000 LFT | 0.25000 11959.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0036 808-75240 5277.000 LFT | 0.27000 1424.79| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0037 808-75245 14108.000 LFT | 0.25000 3527.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0038 808-75297 60.000 LFT | 6.00000 360.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0039 808-75340 4.000 EACH| 315.00000 1260.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 381 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,247,735.10 ROUTE : US 136 CALL ORDER : 381 CONTRACT ID : RS-27320-A COUNTIES : HENDRICKS LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-4351261 | | |SHELLY & SANDS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-75996 500.000 EACH| 4.30000 2150.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,256,777.67| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,256,777.67| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 387 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,361,531.14 ROUTE : 11 CALL ORDER : 387 CONTRACT ID : RS-27325-B COUNTIES : BARTHOLOMEW LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 430300E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,361,338.53 100.0000% ==================================================================================================================================== |(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 105-07039 6.000 MOS | 1200.00000 7200.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 55000.00000 55000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 400.000 TON | 30.00000 12000.00| | COMPACTED AGGREGATE, NO. 53 | | | 0004 304-07490 570.400 TON | 125.00000 71300.00| | HMA PATCHING, TYPE B | | | 0005 306-08034 193171.630 SYS | 0.65000 125561.56| | MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 18071.660 SYS | 1.30000 23493.16| | MILLING, TRANSITION | | | 0007 401-06264 LUMP| 3000.00000 3000.00| | PROFILOGRAPH, HMA | | | 0008 401-07322 15936.660 TON | 41.50000 661371.39| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0009 402-07451 2000.000 TON | 49.00000 98000.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0010 406-05520 70.520 TON | 180.00000 12693.60| | ASPHALT FOR TACK COAT | | | 0011 610-07487 1605.800 TON | 90.00000 144522.00| | HMA FOR APPROACHES, TYPE B | | | 0012 801-06207 16450.000 LFT | 1.28000 21056.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0013 801-06640 30.000 EACH| 75.80000 2274.00| | CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 69800.00000 69800.00| | MAINTAINING TRAFFIC | | | 0015 805-02503 1250.000 LFT | 0.55000 687.50| | CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 387 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,361,531.14 ROUTE : 11 CALL ORDER : 387 CONTRACT ID : RS-27325-B COUNTIES : BARTHOLOMEW LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 805-78510 125.000 LFT | 2.10000 262.50| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0017 805-78795 400.000 LFT | 6.30000 2520.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0018 808-06694 1100.000 LFT | 0.32000 352.00| | LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0019 808-06712 12971.000 LFT | 0.09000 1167.39| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 132116.000 LFT | 0.09000 11890.44| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 52936.000 LFT | 0.09000 4764.24| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75278 170.000 LFT | 1.85000 314.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0023 808-75297 200.000 LFT | 3.75000 750.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75320 5.000 EACH| 72.65000 363.25| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 4.000 EACH| 103.15000 412.60| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0026 808-75996 1313.000 EACH| 3.95000 5186.35| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 1313.000 EACH| 18.45000 24224.85| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0028 808-97323 192.000 LFT | 6.10000 1171.20| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 1,361,338.53| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,361,338.53| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 389 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 31 CALL ORDER : 389 CONTRACT ID : RS-27326-B COUNTIES : BARTHOLOMEW LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 612,275.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,726.26 ROUTE : 31 CALL ORDER : 391 CONTRACT ID : RS-27327-A COUNTIES : CLARK SCOTT LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 397200D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,300,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,322,005.35 101.6927% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| FIELD OFFICE, B | | | 0002 110-01001 LUMP| 65000.00000 65000.00| 42800.00000 42800.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 13470.000 TON | 10.80000 145476.00| 8.00000 107760.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 306-08032 17161.890 SYS | 0.72000 12356.56| 0.25000 4290.47| MILLING, TRANSITION | | | 0007 306-08034 44971.550 SYS | 0.26000 11692.60| 0.35000 15740.04| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 306-08042 124094.670 SYS | 0.18000 22337.04| 0.25000 31023.67| MILLING, SCARIFICATION/PROFILE | | | 0009 401-06264 LUMP| 1600.00000 1600.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0010 401-07328 17238.060 TON | 34.30000 591265.46| 32.00000 551617.92| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0012 406-05520 88.630 TON | 100.00000 8863.00| 180.00000 15953.40| ASPHALT FOR TACK COAT | | | 0014 720-44000 17.000 EACH| 310.00000 5270.00| 400.00000 6800.00| CASTING, ADJUST TO GRADE | | | 0015 801-06207 14000.000 LFT | 0.30000 4200.00| 0.50000 7000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 48.000 EACH| 70.00000 3360.00| 80.00000 3840.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 48400.44000 48400.44| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0018 805-02503 3000.000 LFT | 0.70000 2100.00| 1.00000 3000.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,726.26 ROUTE : 31 CALL ORDER : 391 CONTRACT ID : RS-27327-A COUNTIES : CLARK SCOTT LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 805-78510 300.000 LFT | 1.50000 450.00| 2.00000 600.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0020 805-78795 960.000 LFT | 7.80000 7488.00| 9.00000 8640.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0021 805-92951 2.000 EACH| 280.00000 560.00| 500.00000 1000.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0022 807-98690 7.000 EACH| 320.00000 2240.00| 350.00000 2450.00| HANDHOLE ADJUSTED TO GRADE | | | 0023 808-06711 766.000 LFT | 0.08000 61.28| 0.10000 76.60| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0024 808-06712 11453.500 LFT | 0.08000 916.28| 0.10000 1145.35| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 110035.000 LFT | 0.08000 8802.80| 0.10000 11003.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 39392.000 LFT | 0.08000 3151.36| 0.10000 3939.20| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75297 122.000 LFT | 4.00000 488.00| 5.00000 610.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75300 96.000 LFT | 2.00000 192.00| 3.00000 288.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0029 808-75320 8.000 EACH| 50.00000 400.00| 60.00000 480.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 2.000 EACH| 70.00000 140.00| 100.00000 200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75996 1100.000 EACH| 3.60000 3960.00| 4.00000 4400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0032 808-75998 1100.000 EACH| 17.30000 19030.00| 20.00000 22000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0033 304-07491 205.600 TON | 70.00000 14392.00| 100.00000 20560.00| HMA PATCHING, TYPE C | | | 0034 304-07494 9914.520 TON | 24.00000 237948.48| 30.00000 297435.60| WIDENING WITH HMA, TYPE C | | | 0035 402-07452 150.000 TON | 34.30000 5145.00| 60.00000 9000.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0036 610-07488 1415.860 TON | 45.00000 63713.70| 60.00000 84951.60| HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,783,726.26 ROUTE : 31 CALL ORDER : 391 CONTRACT ID : RS-27327-A COUNTIES : CLARK SCOTT LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 | |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 105-06657 12.000 MOS | 200.00000 2400.00| 200.00000 2400.00| PHONE, CELLULAR | | | SECTION TOTALS | $ 1,300,000.00| $ 1,322,005.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,300,000.00| $ 1,322,005.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,323,878.31 ROUTE : 56 CALL ORDER : 401 CONTRACT ID : RS-27329-A COUNTIES : JEFFERSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0248027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 753,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 841,975.75 111.8161% 3 35-0844079 ROHE, PAUL H. COMPANY $ 991,544.00 131.6791% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0844079 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1050.00000 6300.00| 1000.00000 6000.00| 2075.00000 12450.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 36731.51000 36731.51| 42000.00000 42000.00| 11052.77000 11052.77 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 800.000 TON | 14.00000 11200.00| 17.50000 14000.00| 17.00000 13600.00 COMPACTED AGGREGATE, NO. 53 | | | 0005 306-08034 271517.000 SYS | 0.09000 24436.53| 0.15000 40727.55| 0.25000 67879.25 MILLING, ASPHALT, 1 1/2 IN. | | | 0006 306-08043 14974.000 SYS | 1.06000 15872.44| 0.50000 7487.00| 1.35000 20214.90 MILLING, TRANSITION | | | 0007 401-06264 LUMP| 1600.00000 1600.00| 5000.00000 5000.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0008 401-07321 17769.000 TON | 28.50000 506416.50| 27.00000 479763.00| 33.60000 597038.40 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 406-05520 75.500 TON | 95.00000 7172.50| 180.00000 13590.00| 192.00000 14496.00 ASPHALT FOR TACK COAT | | | 0012 615-06525 1.000 EACH| 310.00000 310.00| 600.00000 600.00| 240.00000 240.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0013 720-44000 8.000 EACH| 310.00000 2480.00| 500.00000 4000.00| 180.00000 1440.00 CASTING, ADJUST TO GRADE | | | 0014 801-06207 31389.000 LFT | 0.30000 9416.70| 0.25000 7847.25| 0.80000 25111.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 62.000 EACH| 65.00000 4030.00| 75.00000 4650.00| 69.00000 4278.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 12150.00000 12150.00| 30600.00000 30600.00| 41285.00000 41285.00 MAINTAINING TRAFFIC | | | 0017 805-02503 1500.000 LFT | 1.20000 1800.00| 2.00000 3000.00| 1.20000 1800.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,323,878.31 ROUTE : 56 CALL ORDER : 401 CONTRACT ID : RS-27329-A COUNTIES : JEFFERSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0844079 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 805-78510 150.000 LFT | 1.50000 225.00| 2.00000 300.00| 1.50000 225.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0019 805-78795 480.000 LFT | 7.80000 3744.00| 10.00000 4800.00| 7.80000 3744.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0020 805-92951 2.000 EACH| 280.00000 560.00| 350.00000 700.00| 280.00000 560.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0021 807-98690 4.000 EACH| 400.00000 1600.00| 500.00000 2000.00| 400.00000 1600.00 HANDHOLE ADJUSTED TO GRADE | | | 0022 808-06694 1912.000 LFT | 0.08000 152.96| 0.25000 478.00| 0.16000 305.92 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0023 808-06712 9694.500 LFT | 0.08000 775.56| 0.10000 969.45| 0.08000 775.56 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 128060.000 LFT | 0.08000 10244.80| 0.10000 12806.00| 0.08000 10244.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06714 66615.000 LFT | 0.08000 5329.20| 0.10000 6661.50| 0.08000 5329.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75278 287.000 LFT | 1.00000 287.00| 3.00000 861.00| 2.00000 574.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0027 808-75297 55.000 LFT | 3.00000 165.00| 5.00000 275.00| 4.00000 220.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75320 13.000 EACH| 50.00000 650.00| 60.00000 780.00| 55.00000 715.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 5.000 EACH| 70.00000 350.00| 100.00000 500.00| 79.00000 395.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-75996 498.000 EACH| 3.60000 1792.80| 5.00000 2490.00| 4.00000 1992.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 498.000 EACH| 17.50000 8715.00| 20.00000 9960.00| 18.00000 8964.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0032 304-07490 500.000 TON | 42.00000 21000.00| 80.00000 40000.00| 70.00000 35000.00 HMA PATCHING, TYPE B | | | 0033 402-07451 500.000 TON | 28.50000 14250.00| 50.00000 25000.00| 48.00000 24000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0034 610-07487 1235.500 TON | 35.00000 43242.50| 60.00000 74130.00| 68.00000 84014.00 HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 753,000.00| $ 841,975.75| $ 991,544.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 753,000.00| $ 841,975.75| $ 991,544.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,620,553.62 ROUTE : 156 CALL ORDER : 411 CONTRACT ID : RS-27335-A COUNTIES : OHIO SWITZERLAND LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3478010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,114,134.15 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 1,169,600.00 104.9783% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 7.000 MOS | 1000.00000 7000.00| 2050.00000 14350.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 5500.11000 5500.11| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-91385 1.000 EACH| 1000.00000 1000.00| 810.00000 810.00| INLET, REMOVE | | | 0004 203-02000 23.000 CYS | 100.00000 2300.00| 21.00000 483.00| EXCAVATION, COMMON | | | 0005 303-01180 2500.000 TON | 17.00000 42500.00| 20.00000 50000.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07491 782.000 TON | 80.00000 62560.00| 44.00000 34408.00| HMA PATCHING, TYPE C | | | 0007 306-08034 115047.000 SYS | 0.25000 28761.75| 0.31000 35664.57| MILLING, ASPHALT, 1 1/2 IN. | | | 0008 306-08043 7070.000 SYS | 0.50000 3535.00| 1.10000 7777.00| MILLING, TRANSITION | | | 0009 401-06264 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0010 401-07328 9961.250 TON | 35.00000 348643.75| 36.75000 366075.94| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0011 401-07398 13188.000 TON | 27.50000 362670.00| 28.75000 379155.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0012 402-07442 2506.000 TON | 27.50000 68915.00| 35.00000 87710.00| HMA BASE, TYPE C | | | 0013 402-07452 679.000 TON | 50.00000 33950.00| 41.00000 27839.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0014 406-05520 81.000 TON | 180.00000 14580.00| 172.00000 13932.00| ASPHALT FOR TACK COAT | | | 0015 610-07488 778.000 TON | 60.00000 46680.00| 72.00000 56016.00| HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,620,553.62 ROUTE : 156 CALL ORDER : 411 CONTRACT ID : RS-27335-A COUNTIES : OHIO SWITZERLAND LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-0844079 | |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 715-05119 85.000 LFT | 50.00000 4250.00| 49.82000 4234.70| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0017 720-44000 1.000 EACH| 600.00000 600.00| 280.00000 280.00| CASTING, ADJUST TO GRADE | | | 0018 720-45005 1.000 EACH| 1500.00000 1500.00| 1010.00000 1010.00| INLET, A2 | | | 0019 720-45205 1.000 EACH| 1500.00000 1500.00| 370.00000 370.00| CATCH BASIN, A2 | | | 0020 801-06203 5015.000 LFT | 0.25000 1253.75| 0.31000 1554.65| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0021 801-06207 36910.000 LFT | 0.25000 9227.50| 0.79000 29158.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06640 38.000 EACH| 100.00000 3800.00| 111.06000 4220.28| CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 20000.00000 20000.00| 12785.00000 12785.00| MAINTAINING TRAFFIC | | | 0024 808-06712 3825.000 LFT | 0.10000 382.50| 0.90000 3442.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0025 808-06713 98426.000 LFT | 0.10000 9842.60| 0.05000 4921.30| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-06714 42923.000 LFT | 0.10000 4292.30| 0.05000 2146.15| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0027 808-75996 914.000 EACH| 5.00000 4570.00| 6.80000 6215.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 991.000 EACH| 20.00000 19820.00| 17.70000 17540.70| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,114,134.15| $ 1,169,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,114,134.15| $ 1,169,600.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 9 CALL ORDER : 421 CONTRACT ID : RS-27339-B COUNTIES : BARTHOLOMEW LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,210,490.00 100.0000% ====================================================================================================================================