INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 688,991.48 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 695,594.75 100.9584% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 780,116.99 113.2259% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 823,550.00 119.5298% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATIONS | | | 0001 105-06845 LUMP | 11000.00000 11000.00| 11500.00000 11500.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2784.11000 27841.10| 1000.00000 10000.00| 1800.00000 18000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 34000.00000 34000.00| 55000.00000 55000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02278 1692.000 LFT | 5.04000 8527.68| 10.00000 16920.00| 3.30000 5583.60 CURB, CONCRETE, REMOVE | | | 0007 202-03783 2.000 EACH | 433.00000 866.00| 440.00000 880.00| 282.00000 564.00 SIGN, PANEL, REMOVE | | | 0008 202-74045 20.000 EACH | 47.25000 945.00| 48.00000 960.00| 25.00000 500.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0009 202-78515 LUMP | 1260.00000 1260.00| 1300.00000 1300.00| 2144.00000 2144.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 9811.000 CYS | 1.00000 9811.00| 3.25000 31885.75| 3.00000 29433.00 EXCAVATION, COMMON | | | 0011 203-02070 1095.000 CYS | 1.00000 1095.00| 1.00000 1095.00| 10.00000 10950.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-04931 2.000 EACH | 1117.20000 2234.40| 540.00000 1080.00| 750.00000 1500.00 SEDIMENT TRAP | | | 0013 205-06931 117.000 TON | 29.13000 3408.21| 35.00000 4095.00| 30.00000 3510.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 450.000 LFT | 2.15000 967.50| 2.20000 990.00| 2.05000 922.50 TEMPORARY SILT FENCE | | | 0015 207-08263 4898.000 SYS | 9.86000 48294.28| 8.80000 43102.40| 13.96000 68376.08 SUBGRADE TREATMENT, TYPE IA | | | 0016 210-06899 2.000 EACH | 4200.00000 8400.00| 4300.00000 8600.00| 3686.00000 7372.00 RADIO , SPREAD SPECTRUM | | | 0017 306-08034 14325.000 SYS | 1.08000 15471.00| 1.20000 17190.00| 0.50000 7162.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0018 401-07334 1586.000 TON | 58.54000 92844.44| 55.00000 87230.00| 50.00000 79300.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0019 401-07403 674.000 TON | 58.63000 39516.62| 51.00000 34374.00| 40.00000 26960.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 621-01004 1.000 EACH | 685.00000 685.00| 700.00000 700.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06545 1.000 TON | 210.00000 210.00| 210.00000 210.00| 200.00000 200.00 FERTILIZER | | | 0023 621-06553 235.000 LBS | 1.05000 246.75| 1.10000 258.50| 1.00000 235.00 SEED MIXTURE, R | | | 0024 621-06565 1.000 TON | 735.00000 735.00| 750.00000 750.00| 700.00000 700.00 MULCHING MATERIAL | | | 0025 715-05596 32.000 LFT | 60.80000 1945.60| 34.00000 1088.00| 69.00000 2208.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0026 715-46010 2.000 EACH | 337.28000 674.56| 110.00000 220.00| 400.00000 800.00 PIPE END SECTION, 18 IN. | | | 0027 725-06867 158.000 LFT | 144.67000 22857.86| 110.00000 17380.00| 150.00000 23700.00 PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0028 801-06640 20.000 EACH | 94.00000 1880.00| 170.00000 3400.00| 89.00000 1780.00 CONSTRUCTION SIGN, A | | | 0029 801-06645 10.000 EACH | 45.00000 450.00| 380.00000 3800.00| 43.00000 430.00 CONSTRUCTION SIGN, B | | | 0030 801-06710 10.000 DAY | 31.50000 315.00| 17.00000 170.00| 30.00000 300.00 FLASHING ARROW SIGN | | | 0031 801-06775 LUMP | 22160.56000 22160.56| 15600.00000 15600.00| 77000.00000 77000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 801-94295 10.000 EACH | 182.00000 1820.00| 190.00000 1900.00| 101.00000 1010.00 SIGNAL HEAD, RELOCATE | | | 0033 801-99182 2.000 EACH | 8350.00000 16700.00| 4800.00000 9600.00| 8075.00000 16150.00 TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0034 802-05701 56.000 LFT | 14.40000 806.40| 15.00000 840.00| 9.50000 532.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0035 802-05702 166.000 LFT | 12.40000 2058.40| 13.00000 2158.00| 9.00000 1494.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0036 802-05706 54.000 LFT | 14.80000 799.20| 15.00000 810.00| 9.25000 499.50 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0037 802-07151 4.000 EACH | 245.00000 980.00| 250.00000 1000.00| 344.00000 1376.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0038 802-07159 2.000 EACH | 3150.00000 6300.00| 3200.00000 6400.00| 3130.00000 6260.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0039 802-76015 414.000 SFT | 15.75000 6520.50| 16.00000 6624.00| 13.88000 5746.32 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0040 802-76025 80.000 SFT | 15.15000 1212.00| 15.00000 1200.00| 16.00000 1280.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0041 802-76095 2192.000 LBS | 2.36000 5173.12| 2.40000 5260.80| 1.77000 3879.84 STRUCTURAL STEEL, BREAKAWAY | | | 0042 802-76100 1.000 EACH | 15225.00000 15225.00| 15500.00000 15500.00| 20633.00000 20633.00 SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | | 0043 805-01815 8.000 EACH | 1860.00000 14880.00| 1900.00000 15200.00| 1500.00000 12000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0044 805-01842 6.000 EACH | 1240.00000 7440.00| 1300.00000 7800.00| 625.00000 3750.00 HANDHOLE, SIGNAL | | | 0045 805-01844 1335.000 LFT | 13.45000 17955.75| 14.00000 18690.00| 13.75000 18356.25 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0046 805-01879 2.000 EACH | 179.00000 358.00| 180.00000 360.00| 448.00000 896.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0047 805-02202 5.000 EACH | 977.00000 4885.00| 1000.00000 5000.00| 648.00000 3240.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0048 805-78106 1.000 EACH | 8820.00000 8820.00| 9000.00000 9000.00| 8376.00000 8376.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0049 805-78109 1.000 EACH | 6300.00000 6300.00| 6400.00000 6400.00| 5993.00000 5993.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0050 805-78205 13.000 EACH | 545.00000 7085.00| 560.00000 7280.00| 457.00000 5941.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0051 805-78215 2.000 EACH | 535.00000 1070.00| 550.00000 1100.00| 458.00000 916.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0052 805-78230 1.000 EACH | 808.00000 808.00| 830.00000 830.00| 711.00000 711.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0053 805-78415 6.000 EACH | 1312.00000 7872.00| 1300.00000 7800.00| 1211.00000 7266.00 SPAN, CATENARY, AND TETHER | | | 0054 805-78420 6.000 EACH | 262.00000 1572.00| 270.00000 1620.00| 210.00000 1260.00 DISCONNECT HANGER | | | 0055 805-78467 200.000 LFT | 2.30000 460.00| 2.30000 460.00| 1.58000 316.00 SIGNAL CABLE, 3C 8GA. | | | 0056 805-78470 7310.000 LFT | 0.11000 804.10| 0.10000 731.00| 0.34000 2485.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0057 805-78485 170.000 LFT | 1.90000 323.00| 1.90000 323.00| 0.95000 161.50 SIGNAL CABLE, 5C 14GA. | | | 0058 805-78490 1200.000 LFT | 1.97000 2364.00| 2.00000 2400.00| 1.03000 1236.00 SIGNAL CABLE, 7C 14GA. | | | 0059 805-78510 3360.000 LFT | 1.24000 4166.40| 1.30000 4368.00| 0.60000 2016.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0060 805-78785 4.000 EACH | 777.00000 3108.00| 790.00000 3160.00| 458.00000 1832.00 SIGNAL DETECTOR HOUSING | | | 0061 805-78795 1950.000 LFT | 7.35000 14332.50| 7.50000 14625.00| 6.60000 12870.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0062 805-78925 2.000 EACH | 1292.00000 2584.00| 1300.00000 2600.00| 701.00000 1402.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0063 805-81032 8.000 EACH | 2940.00000 23520.00| 3000.00000 24000.00| 2888.00000 23104.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 805-86839 300.000 LFT | 1.62000 486.00| 1.70000 510.00| 1.88000 564.00 WIRE, THW, NO. 4 COPPER IN CONDUIT, 1C | | | 0065 805-86889 250.000 LFT | 0.30000 75.00| 0.30000 75.00| 0.44000 110.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0066 805-86935 8.000 EACH | 13.55000 108.40| 14.00000 112.00| 38.00000 304.00 INSULATING LINK, WATERPROOFED | | | 0067 805-92504 8.000 EACH | 164.00000 1312.00| 170.00000 1360.00| 195.00000 1560.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0068 807-02191 2.000 EACH | 557.00000 1114.00| 570.00000 1140.00| 436.00000 872.00 HANDHOLE, LIGHTING | | | 0069 807-02193 2.000 EACH | 935.00000 1870.00| 950.00000 1900.00| 722.00000 1444.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0070 807-07580 900.000 LFT | 6.20000 5580.00| 6.30000 5670.00| 4.66000 4194.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0071 807-86910 2.000 EACH | 29.00000 58.00| 30.00000 60.00| 28.00000 56.00 CONNECTOR KIT, UNFUSED | | | 0072 807-86915 2.000 EACH | 30.00000 60.00| 31.00000 62.00| 28.00000 56.00 CONNECTOR KIT, FUSED | | | 0073 807-86925 8.000 EACH | 4.50000 36.00| 4.50000 36.00| 38.00000 304.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0074 807-86930 6.000 EACH | 13.50000 81.00| 14.00000 84.00| 10.00000 60.00 INSULATION LINK, NONWATERPROOFED | | | 0075 807-86955 1.000 EACH | 130.00000 130.00| 130.00000 130.00| 53.00000 53.00 CABLE DUCT MARKER | | | 0076 807-92585 2.000 EACH | 540.00000 1080.00| 550.00000 1100.00| 320.00000 640.00 LIGHT POLE RESET | | | 0077 808-01045 100.000 LFT | 0.53000 53.00| 0.50000 50.00| 0.50000 50.00 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0078 808-04767 100.000 LFT | 0.53000 53.00| 0.21000 21.00| 0.50000 50.00 LINE , PAINT, BRKEN, YELLOW, 4 IN., 2 | | | FT. LIN | | | 0079 808-04767 260.000 LFT | 0.53000 137.80| 0.21000 54.60| 0.50000 130.00 LINE , PAINT, BROKEN, WHITE, 2 FT. LINE | | | 4 FT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 808-06694 460.000 LFT | 0.53000 243.80| 0.50000 230.00| 0.50000 230.00 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0081 808-06701 1360.000 LFT | 0.06000 81.60| 0.33000 448.80| 0.05000 68.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0082 808-06703 7550.000 LFT | 0.42000 3171.00| 0.23000 1736.50| 0.40000 3020.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0083 808-06705 280.000 LFT | 0.80000 224.00| 0.63000 176.40| 0.75000 210.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0084 808-06713 3500.000 LFT | 0.32000 1120.00| 0.12000 420.00| 0.30000 1050.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0085 808-06714 1750.000 LFT | 0.32000 560.00| 0.12000 210.00| 0.30000 525.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0086 808-75078 100.000 LFT | 1.65000 165.00| 0.80000 80.00| 1.50000 150.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0087 808-75245 3700.000 LFT | 0.42000 1554.00| 0.23000 851.00| 0.40000 1480.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0088 808-75260 60.000 LFT | 2.70000 162.00| 1.25000 75.00| 2.50000 150.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0089 808-75297 242.000 LFT | 3.15000 762.30| 2.50000 605.00| 3.00000 726.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0090 808-75320 14.000 EACH | 69.00000 966.00| 49.00000 686.00| 65.00000 910.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0091 808-75325 7.000 EACH | 80.00000 560.00| 52.00000 364.00| 75.00000 525.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0092 808-92027 400.000 LFT | 0.84000 336.00| 0.65000 260.00| 0.80000 320.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0093 808-96016 70.000 LFT | 2.60000 182.00| 1.25000 87.50| 2.50000 175.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0094 808-98796 550.000 LFT | 0.06000 33.00| 0.65000 357.50| 0.05000 27.50 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0999231 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 406-05520 5.000 TON | 207.25000 1036.25| 200.00000 1000.00| 100.00000 500.00 ASPHALT FOR TACK COAT | | | 0096 401-07408 3098.000 TON | 38.30000 118653.40| 39.00000 120822.00| 34.00000 105332.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | SECTION TOTALS | $ 688,991.48| $ 695,594.75| $ 780,116.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 688,991.48| $ 695,594.75| $ 780,116.99 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATIONS | | | 0001 105-06845 LUMP | 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2500.00000 25000.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 69340.85000 69340.85| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02278 1692.000 LFT | 8.00000 13536.00| | CURB, CONCRETE, REMOVE | | | 0007 202-03783 2.000 EACH | 230.00000 460.00| | SIGN, PANEL, REMOVE | | | 0008 202-74045 20.000 EACH | 23.00000 460.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0009 202-78515 LUMP | 4400.00000 4400.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 9811.000 CYS | 7.00000 68677.00| | EXCAVATION, COMMON | | | 0011 203-02070 1095.000 CYS | 13.00000 14235.00| | BORROW | | | 0012 205-04931 2.000 EACH | 2700.00000 5400.00| | SEDIMENT TRAP | | | 0013 205-06931 117.000 TON | 50.00000 5850.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 450.000 LFT | 2.10000 945.00| | TEMPORARY SILT FENCE | | | 0015 207-08263 4898.000 SYS | 15.50000 75919.00| | SUBGRADE TREATMENT, TYPE IA | | | 0016 210-06899 2.000 EACH | 3120.00000 6240.00| | RADIO , SPREAD SPECTRUM | | | 0017 306-08034 14325.000 SYS | 0.85000 12176.25| | MILLING, ASPHALT, 1 1/2 IN. | | | 0018 401-07334 1586.000 TON | 62.00000 98332.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0019 401-07403 674.000 TON | 52.00000 35048.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 621-01004 1.000 EACH | 670.00000 670.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06545 1.000 TON | 205.00000 205.00| | FERTILIZER | | | 0023 621-06553 235.000 LBS | 1.00000 235.00| | SEED MIXTURE, R | | | 0024 621-06565 1.000 TON | 720.00000 720.00| | MULCHING MATERIAL | | | 0025 715-05596 32.000 LFT | 40.00000 1280.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0026 715-46010 2.000 EACH | 350.00000 700.00| | PIPE END SECTION, 18 IN. | | | 0027 725-06867 158.000 LFT | 110.00000 17380.00| | PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0028 801-06640 20.000 EACH | 90.00000 1800.00| | CONSTRUCTION SIGN, A | | | 0029 801-06645 10.000 EACH | 44.00000 440.00| | CONSTRUCTION SIGN, B | | | 0030 801-06710 10.000 DAY | 30.00000 300.00| | FLASHING ARROW SIGN | | | 0031 801-06775 LUMP | 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0032 801-94295 10.000 EACH | 240.00000 2400.00| | SIGNAL HEAD, RELOCATE | | | 0033 801-99182 2.000 EACH | 8000.00000 16000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0034 802-05701 56.000 LFT | 12.00000 672.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0035 802-05702 166.000 LFT | 11.00000 1826.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0036 802-05706 54.000 LFT | 11.50000 621.00| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0037 802-07151 4.000 EACH | 205.00000 820.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 802-07159 2.000 EACH | 3250.00000 6500.00| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0039 802-76015 414.000 SFT | 14.50000 6003.00| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0040 802-76025 80.000 SFT | 32.00000 2560.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0041 802-76095 2192.000 LBS | 1.55000 3397.60| | STRUCTURAL STEEL, BREAKAWAY | | | 0042 802-76100 1.000 EACH | 12630.00000 12630.00| | SPAN OVERHEAD SIGN STRUCTURE, MONOTUBE | | | 0043 805-01815 8.000 EACH | 2020.00000 16160.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0044 805-01842 6.000 EACH | 775.00000 4650.00| | HANDHOLE, SIGNAL | | | 0045 805-01844 1335.000 LFT | 14.00000 18690.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0046 805-01879 2.000 EACH | 630.00000 1260.00| | SIGNAL SERVICE | | | 0047 805-02202 5.000 EACH | 870.00000 4350.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0048 805-78106 1.000 EACH | 9980.00000 9980.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0049 805-78109 1.000 EACH | 9000.00000 9000.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0050 805-78205 13.000 EACH | 520.00000 6760.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0051 805-78215 2.000 EACH | 540.00000 1080.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0052 805-78230 1.000 EACH | 877.00000 877.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 805-78415 6.000 EACH | 1500.00000 9000.00| | SPAN, CATENARY, AND TETHER | | | 0054 805-78420 6.000 EACH | 195.00000 1170.00| | DISCONNECT HANGER | | | 0055 805-78467 200.000 LFT | 1.25000 250.00| | SIGNAL CABLE, 3C 8GA. | | | 0056 805-78470 7310.000 LFT | 0.37000 2704.70| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0057 805-78485 170.000 LFT | 0.90000 153.00| | SIGNAL CABLE, 5C 14GA. | | | 0058 805-78490 1200.000 LFT | 0.97000 1164.00| | SIGNAL CABLE, 7C 14GA. | | | 0059 805-78510 3360.000 LFT | 0.75000 2520.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0060 805-78785 4.000 EACH | 800.00000 3200.00| | SIGNAL DETECTOR HOUSING | | | 0061 805-78795 1950.000 LFT | 6.40000 12480.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0062 805-78925 2.000 EACH | 950.00000 1900.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0063 805-81032 8.000 EACH | 3040.00000 24320.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0064 805-86839 300.000 LFT | 2.30000 690.00| | WIRE, THW, NO. 4 COPPER IN CONDUIT, 1C | | | 0065 805-86889 250.000 LFT | 0.45000 112.50| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0066 805-86935 8.000 EACH | 32.00000 256.00| | INSULATING LINK, WATERPROOFED | | | 0067 805-92504 8.000 EACH | 187.00000 1496.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0068 807-02191 2.000 EACH | 577.00000 1154.00| | HANDHOLE, LIGHTING | | | 0069 807-02193 2.000 EACH | 1000.00000 2000.00| | LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0070 807-07580 900.000 LFT | 5.00000 4500.00| | WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 807-86910 2.000 EACH | 31.00000 62.00| | CONNECTOR KIT, UNFUSED | | | 0072 807-86915 2.000 EACH | 31.00000 62.00| | CONNECTOR KIT, FUSED | | | 0073 807-86925 8.000 EACH | 32.00000 256.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0074 807-86930 6.000 EACH | 15.00000 90.00| | INSULATION LINK, NONWATERPROOFED | | | 0075 807-86955 1.000 EACH | 160.00000 160.00| | CABLE DUCT MARKER | | | 0076 807-92585 2.000 EACH | 350.00000 700.00| | LIGHT POLE RESET | | | 0077 808-01045 100.000 LFT | 0.51000 51.00| | LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0078 808-04767 100.000 LFT | 0.51000 51.00| | LINE , PAINT, BRKEN, YELLOW, 4 IN., 2 | | | FT. LIN | | | 0079 808-04767 260.000 LFT | 0.51000 132.60| | LINE , PAINT, BROKEN, WHITE, 2 FT. LINE | | | 4 FT | | | 0080 808-06694 460.000 LFT | 0.51000 234.60| | LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0081 808-06701 1360.000 LFT | 0.05000 68.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0082 808-06703 7550.000 LFT | 0.41000 3095.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0083 808-06705 280.000 LFT | 0.76000 212.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0084 808-06713 3500.000 LFT | 0.31000 1085.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0085 808-06714 1750.000 LFT | 0.31000 542.50| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0086 808-75078 100.000 LFT | 1.54000 154.00| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0087 808-75245 3700.000 LFT | 0.41000 1517.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,104,481.42 ROUTE : I-65 CALL ORDER : 130 CONTRACT ID : R -26679-A COUNTIES : JOHNSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 808-75260 60.000 LFT | 2.55000 153.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0089 808-75297 242.000 LFT | 3.05000 738.10| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0090 808-75320 14.000 EACH | 67.00000 938.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0091 808-75325 7.000 EACH | 77.00000 539.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0092 808-92027 400.000 LFT | 0.82000 328.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0093 808-96016 70.000 LFT | 2.55000 178.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0094 808-98796 550.000 LFT | 0.05000 27.50| | LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0095 406-05520 5.000 TON | 200.00000 1000.00| | ASPHALT FOR TACK COAT | | | 0096 401-07408 3098.000 TON | 42.00000 130116.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | SECTION TOTALS | $ 823,550.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 823,550.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 19,164,000.00 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 21,704,616.70 113.2572% 3 31-0515195 VALLEY ASPHALT CORPORATION $ 21,961,295.26 114.5966% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 23,960,000.00 125.0261% 5 35-1875662 CRIDER & CRIDER, INC. $ 25,965,847.75 135.4928% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06657 288.000 MOS | 57.00000 16416.00| 91.29000 26291.52| 43.56000 12545.28 PHONE, CELLULAR | | | 0002 105-06845 LUMP | 359000.00000 359000.00| 417200.00000 417200.00| 200000.00000 200000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07040 36.000 MOS | 920.00000 33120.00| 1115.00000 40140.00| 1500.00000 54000.00 FIELD OFFICE, C | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 108-01614 LUMP | 24489.00000 24489.00| 18582.00000 18582.00| 17000.00000 17000.00 PARTNERING OVERHEAD | | | 0007 110-01001 LUMP | 828000.00000 828000.00| 1095159.00000 1095159.00| 600000.00000 600000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 29000.00000 29000.00| 214491.00000 214491.00| 250000.00000 250000.00 CLEARING RIGHT OF WAY | | | 0010 202-01406 2.000 EACH | 4100.00000 8200.00| 500.00000 1000.00| 7500.00000 15000.00 SAMPLING AND TESTING ANALYSIS | | | 0011 202-02240 158.000 m2 | 19.00000 3002.00| 25.00000 3950.00| 8.66000 1368.28 PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-51133 168.000 m | 7.95000 1335.60| 7.50000 1260.00| 1.75000 294.00 RAILING, REMOVE | | | 0013 202-51328 LUMP | 36800.00000 36800.00| 31964.00000 31964.00| 75672.00000 75672.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0014 203-02000 566054.000 m3 | 8.50000 4811459.00| 10.85000 6141685.90| 9.53000 5394494.62 EXCAVATION, COMMON | | | 0015 203-02010 50955.000 m3 | 11.00000 560505.00| 11.30000 575791.50| 12.63000 643561.65 EXCAVATION, ROCK | | | 0016 203-51223 220.000 m3 | 10.00000 2200.00| 15.00000 3300.00| 51.37000 11301.40 EXCAVATION, WATERWAY | | | 0017 203-93444 25793.000 Mg | 21.00000 541653.00| 22.81000 588338.33| 22.38000 577247.34 BACKFILL, ROCK | | | 0018 205-06931 1065.000 Mg | 29.00000 30885.00| 18.25000 19436.25| 49.96000 53207.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06932 6306.000 m | 11.00000 69366.00| 7.35000 46349.10| 10.55000 66528.30 TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06933 1.000 EACH | 135.00000 135.00| 62.00000 62.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 180.000 Mg | 37.00000 6660.00| 20.00000 3600.00| 37.43000 6737.40 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 9689.000 m | 4.50000 43600.50| 4.90000 47476.10| 4.10000 39724.90 TEMPORARY SILT FENCE | | | 0023 207-08264 153042.000 m2 | 2.00000 306084.00| 3.75000 573907.50| 4.79000 733071.18 SUBGRADE TREATMENT, TYPE II | | | 0024 207-08266 9340.000 m2 | 8.00000 74720.00| 2.40000 22416.00| 4.33000 40442.20 SUBGRADE TREATMENT, TYPE III | | | 0025 210-07879 44.000 m | 879.00000 38676.00| 7.95000 349.80| 1050.00000 46200.00 DRILLED SHAFT , 1070 mm | | | 0026 210-07881 24.000 m | 1375.00000 33000.00| 1186.00000 28464.00| 1200.00000 28800.00 DRILLED ROCK SOCKET , 1070 mm | | | 0027 211-06467 76.000 m3 | 64.00000 4864.00| 41.88000 3182.88| 80.00000 6080.00 AGGREGATE FOR END BENT BACKFILL | | | 0028 211-07454 10593.000 m3 | 26.00000 275418.00| 24.50000 259528.50| 44.21000 468316.53 STRUCTURE BACKFILL | | | 0029 301-07448 46686.000 Mg | 14.95000 697955.70| 16.42000 766584.12| 21.23000 991143.78 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-08210 5000.000 Mg | 14.95000 74750.00| 17.44000 87200.00| 23.37000 116850.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 306-08036 3604.000 m2 | 4.95000 17839.80| 2.70000 9730.80| 2.42000 8721.68 MILLING, ASPHALT, 50 mm | | | 0032 401-06264 LUMP | 5600.00000 5600.00| 5600.00000 5600.00| 13500.00000 13500.00 PROFILOGRAPH, HMA | | | 0034 401-07397 26703.000 Mg | 30.16000 805362.48| 33.00000 881199.00| 36.40000 971989.20 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0035 401-07407 7465.000 Mg | 32.45000 242239.25| 35.50000 265007.50| 33.05000 246718.25 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0036 401-07423 56995.000 Mg | 31.00000 1766845.00| 32.75000 1866586.25| 35.97000 2050110.15 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0037 401-07429 27206.000 Mg | 33.28000 905415.68| 36.50000 993019.00| 39.59000 1077085.54 QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0038 402-07432 1100.000 Mg | 39.71000 43681.00| 45.00000 49500.00| 42.31000 46541.00 HMA SURFACE, TYPE A | | | 0039 402-07435 1833.000 Mg | 36.00000 65988.00| 41.00000 75153.00| 35.47000 65016.51 HMA INTERMEDIATE, TYPE A | | | 0040 404-05514 356.000 m2 | 10.00000 3560.00| 12.00000 4272.00| 12.55000 4467.80 SEAL COAT, 5 | | | 0042 406-05520 173.000 Mg | 200.00000 34600.00| 200.00000 34600.00| 450.00000 77850.00 ASPHALT FOR TACK COAT | | | 0043 601-01128 4.000 EACH | 989.00000 3956.00| 950.00000 3800.00| 950.00000 3800.00 GUARDRAIL TRANSITION TYPE WGB | | | 0044 601-01522 4.000 EACH | 1495.00000 5980.00| 1400.00000 5600.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-01626 2.000 EACH | 1595.00000 3190.00| 1495.00000 2990.00| 1495.00000 2990.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0046 601-05071 2.000 EACH | 1865.00000 3730.00| 1795.00000 3590.00| 1795.00000 3590.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0047 601-94689 8.000 EACH | 2695.00000 21560.00| 2595.00000 20760.00| 2595.00000 20760.00 GUARDRAIL END TREATMENT, OS | | | 0048 601-99105 2038.000 m | 55.00000 112090.00| 54.10000 110255.80| 54.10000 110255.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0049 602-06729 26.000 EACH | 7.00000 182.00| 25.00000 650.00| 10.00000 260.00 BARRIER DELINEATOR | | | 0050 604-06070 82.000 m2 | 43.00000 3526.00| 40.00000 3280.00| 32.02000 2625.64 SIDEWALK, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 604-07900 7.000 m2 | 169.00000 1183.00| 160.00000 1120.00| 147.41000 1031.87 CURB RAMP, CONCRETE, F | | | 0052 604-07901 9.000 m2 | 169.00000 1521.00| 160.00000 1440.00| 130.69000 1176.21 CURB RAMP. CONCRETE, G | | | 0053 604-07902 10.000 m2 | 169.00000 1690.00| 160.00000 1600.00| 130.69000 1306.90 CURB RAMP, CONCRETE, H | | | 0054 605-06150 2012.000 m | 49.00000 98588.00| 16.87000 33942.44| 46.48000 93517.76 CURB AND GUTTER, C, CONCRETE | | | 0055 607-06370 500.000 m | 197.00000 98500.00| 242.69000 121345.00| 63.70000 31850.00 PAVED SIDE DITCH, H | | | 0056 607-90826 1.000 EACH | 800.00000 800.00| 1630.00000 1630.00| 853.45000 853.45 GUTTER TURNOUT, CONCRETE | | | 0057 609-06259 454.000 m2 | 59.00000 26786.00| 67.48000 30635.92| 77.00000 34958.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0058 610-07486 5739.000 Mg | 47.13000 270479.07| 54.00000 309906.00| 48.94000 280866.66 HMA FOR APPROACHES, TYPE A | | | 0059 611-05330 1667.000 m2 | 44.00000 73348.00| 42.00000 70014.00| 49.92000 83216.64 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0060 611-06497 96.000 EACH | 147.00000 14112.00| 135.00000 12960.00| 135.00000 12960.00 MAILBOX ASSEMBLY, SINGLE | | | 0061 611-06498 4.000 EACH | 195.00000 780.00| 185.00000 740.00| 185.00000 740.00 MAILBOX ASSEMBLY, DOUBLE | | | 0062 615-06490 470.000 EACH | 127.00000 59690.00| 120.00000 56400.00| 120.00000 56400.00 RIGHT OF WAY MARKER | | | 0063 615-06505 141.000 EACH | 495.00000 69795.00| 495.00000 69795.00| 495.00000 69795.00 MONUMENT, B | | | 0064 615-06510 17.000 EACH | 495.00000 8415.00| 495.00000 8415.00| 495.00000 8415.00 MONUMENT, C | | | 0065 615-06527 5.000 EACH | 425.00000 2125.00| 425.00000 2125.00| 425.00000 2125.00 MONUMENT, SECTION CORNER | | | 0066 615-06530 5.000 EACH | 900.00000 4500.00| 900.00000 4500.00| 900.00000 4500.00 POST, BENCHMARK | | | 0067 616-02320 28949.000 m2 | 2.18000 63108.82| 2.20000 63687.80| 1.93000 55871.57 GEOTEXTILES | | | 0068 616-05688 5446.000 Mg | 23.00000 125258.00| 26.00000 141596.00| 21.53000 117252.38 RIPRAP, CLASS 1 | | | 0069 616-06405 4717.000 Mg | 23.00000 108491.00| 24.00000 113208.00| 23.84000 112453.28 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 616-06451 6815.000 Mg | 23.00000 156745.00| 23.80000 162197.00| 22.66000 154427.90 RIPRAP, UNIFORM | | | 0071 617-04488 27504.000 m2 | 3.69000 101489.76| 2.89000 79486.56| 6.71000 184551.84 GEOGRID, SUBGRADE | | | 0072 621-01004 57.000 EACH | 695.00000 39615.00| 500.00000 28500.00| 660.00000 37620.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-06545 21.000 Mg | 575.00000 12075.00| 385.89000 8103.69| 525.00000 11025.00 FERTILIZER | | | 0074 621-06548 163.000 kg | 69.00000 11247.00| 70.40000 11475.20| 66.00000 10758.00 SEED MIXTURE, CV | | | 0075 621-06553 4475.000 kg | 5.95000 26626.25| 4.95000 22151.25| 5.75000 25731.25 SEED MIXTURE, R | | | 0076 621-06557 1120.000 kg | 3.29000 3684.80| 4.62000 5174.40| 3.00000 3360.00 SEED MIXTURE, T | | | 0077 621-06565 106.000 Mg | 429.00000 45474.00| 319.74000 33892.44| 410.00000 43460.00 MULCHING MATERIAL | | | 0078 621-06567 781.000 kL | 10.00000 7810.00| 1.30000 1015.30| 10.00000 7810.00 WATER | | | 0079 621-06574 40017.000 m2 | 3.48000 139259.16| 3.98000 159267.66| 3.18000 127254.06 SODDING | | | 0080 621-06575 3420.000 m2 | 3.48000 11901.60| 3.98000 13611.60| 3.18000 10875.60 SODDING, NURSERY | | | 0081 621-07618 94906.000 m2 | 9.25000 877880.50| 7.85000 745012.10| 9.24000 876931.44 COMPOST SOIL BLANKET | | | 0082 701-51195 226.000 m | 134.00000 30284.00| 98.95000 22362.70| 100.00000 22600.00 PILE, STEEL H, HP 310 X 79 | | | 0083 701-91792 22.000 EACH | 69.00000 1518.00| 79.00000 1738.00| 125.00000 2750.00 PILE TIP, STEEL H | | | 0084 702-51005 235.000 m3 | 359.00000 84365.00| 543.00000 127605.00| 400.00000 94000.00 CONCRETE, A, SUBSTRUCTURE | | | 0085 702-51100 268.000 kg | 6.95000 1862.60| 5.64000 1511.52| 20.00000 5360.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0086 702-51110 1050.000 kg | 3.85000 4042.50| 5.52000 5796.00| 4.32000 4536.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0087 702-51863 84.000 EACH | 10.95000 919.80| 11.88000 997.92| 10.00000 840.00 FIELD DRILLED HOLE IN CONCRETE | | | 0088 703-51030 13716.000 kg | 1.98000 27157.68| 2.21000 30312.36| 1.75000 24003.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 703-51032 81690.000 kg | 1.74000 142140.60| 1.85000 151126.50| 2.00000 163380.00 REINFORCING STEEL, EPOXY COATED | | | 0090 704-51002 315.000 m3 | 495.00000 155925.00| 813.58000 256277.70| 725.00000 228375.00 CONCRETE, C, SUPERSTRUCTURE | | | 0091 706-05732 4.000 EACH | 895.00000 3580.00| 1148.00000 4592.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0092 706-05733 4.000 EACH | 938.00000 3752.00| 1148.00000 4592.00| 1450.00000 5800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0093 706-51020 76.000 m3 | 519.00000 39444.00| 437.00000 33212.00| 410.00000 31160.00 CONCRETE, C, RAILING | | | 0094 707-05987 284.000 m | 879.00000 249636.00| 876.00000 248784.00| 950.00000 269800.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | 0095 709-51821 LUMP | 3521.00000 3521.00| 4410.00000 4410.00| 3521.00000 3521.00 SURFACE SEAL , STR. NO. 1 | | | 0096 709-51821 LUMP | 6685.00000 6685.00| 7600.00000 7600.00| 6685.00000 6685.00 SURFACE SEAL , STR. NO. 2 | | | 0097 714-01633 54.000 m | 1834.00000 99036.00| 1846.78000 99726.12| 1825.04000 98552.16 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm x 1500 mm | | | 0098 715-02397 6.000 EACH | 1843.00000 11058.00| 1682.94000 10097.64| 1037.46000 6224.76 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0099 715-02399 3.000 EACH | 1973.00000 5919.00| 2002.00000 6006.00| 1388.42000 4165.26 SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0100 715-02407 2.000 EACH | 2352.00000 4704.00| 2480.00000 4960.00| 654.39000 1308.78 SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0101 715-03475 7.000 EACH | 295.00000 2065.00| 481.00000 3367.00| 191.21000 1338.47 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0102 715-03476 15.000 EACH | 534.00000 8010.00| 732.00000 10980.00| 254.78000 3821.70 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0103 715-03584 160.000 EACH | 497.00000 79520.00| 565.00000 90400.00| 261.16000 41785.60 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0104 715-04611 6.000 EACH | 457.00000 2742.00| 637.00000 3822.00| 219.67000 1318.02 SAFETY METAL END SECTION, 4:1, 300 mm | | | 0105 715-05019 150.000 m | 219.00000 32850.00| 219.00000 32850.00| 239.10000 35865.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0106 715-05048 34835.000 m | 5.95000 207268.25| 6.36000 221550.60| 7.62000 265442.70 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0107 715-05053 2198.000 m | 34.00000 74732.00| 44.50000 97811.00| 40.69000 89436.62 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0108 715-05119 216.000 m | 149.00000 32184.00| 96.32000 20805.12| 117.58000 25397.28 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0109 715-05121 108.000 m | 167.00000 18036.00| 237.83000 25685.64| 119.32000 12886.56 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0110 715-05123 404.000 m | 188.00000 75952.00| 142.00000 57368.00| 163.77000 66163.08 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0111 715-05125 308.000 m | 195.00000 60060.00| 160.24000 49353.92| 171.02000 52674.16 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0112 715-05127 113.000 m | 239.00000 27007.00| 174.00000 19662.00| 276.62000 31258.06 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0113 715-05128 27.000 m | 359.00000 9693.00| 434.00000 11718.00| 316.48000 8544.96 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0114 715-05133 54.000 m | 359.00000 19386.00| 352.00000 19008.00| 553.38000 29882.52 PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0115 715-05149 132.000 m | 139.00000 18348.00| 108.26000 14290.32| 115.47000 15242.04 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0116 715-05151 39.000 m | 149.00000 5811.00| 148.47000 5790.33| 146.35000 5707.65 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0117 715-05152 228.000 m | 167.00000 38076.00| 100.21000 22847.88| 151.42000 34523.76 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0118 715-05154 165.000 m | 188.00000 31020.00| 141.00000 23265.00| 169.36000 27944.40 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0119 715-05156 31.000 m | 195.00000 6045.00| 253.90000 7870.90| 171.08000 5303.48 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0120 715-05169 45.000 m | 149.00000 6705.00| 126.36000 5686.20| 193.80000 8721.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0121 715-05171 1356.000 m | 167.00000 226452.00| 145.55000 197365.80| 154.39000 209352.84 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0122 715-05242 11.000 m | 199.00000 2189.00| 534.00000 5874.00| 446.70000 4913.70 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0123 715-05407 50.000 m | 9.86000 493.00| 20.11000 1005.50| 15.00000 750.00 PIPE, END BENT DRAIN, 150 mm | | | 0124 715-05841 2.000 EACH | 1075.00000 2150.00| 939.00000 1878.00| 1895.35000 3790.70 CONCRETE ANCHOR, 1500 mm | | | 0125 715-05842 3.000 EACH | 785.00000 2355.00| 939.00000 2817.00| 1238.16000 3714.48 CONCRETE ANCHOR, 1050 mm | | | 0126 715-06825 2.000 EACH | 1095.00000 2190.00| 1060.00000 2120.00| 1889.91000 3779.82 CONCRETE ANCHOR , 1600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 715-07030 2.000 EACH | 2595.00000 5190.00| 2836.00000 5672.00| 491.06000 982.12 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.82 m2 | | | 0128 715-07071 10.000 EACH | 984.00000 9840.00| 1100.00000 11000.00| 256.74000 2567.40 SAFETY METAL END SECTION, 4:1, 750 mm | | | 0129 715-07864 1.000 m | 1495.00000 1495.00| 1592.00000 1592.00| 1171.40000 1171.40 PIPE END SECTION, 975 mm | | | 0130 715-07865 1.000 m | 6495.00000 6495.00| 1424.00000 1424.00| 6106.21000 6106.21 GRATED BOX END SECTION, 1, 4:1, 975 mm | | | 0131 715-07866 28.000 m | 259.00000 7252.00| 231.00000 6468.00| 276.62000 7745.36 PIPE, TYPE 1, CIRCULAR, 975 mm | | | 0132 715-07867 30.000 m | 349.00000 10470.00| 566.00000 16980.00| 493.47000 14804.10 PIPE, TYPE 1, CIRCULAR, 1600 mm | | | 0133 715-07868 1.000 EACH | 1195.00000 1195.00| 1060.00000 1060.00| 1258.94000 1258.94 CONCRETE ANCHOR, 950 mm | | | 0134 715-07869 2.000 EACH | 17419.00000 34838.00| 1995.00000 3990.00| 17203.14000 34406.28 GRATED BOX END SECTION, 1, 4:1, 2700 mm | | | 0135 715-46005 8.000 EACH | 159.00000 1272.00| 330.00000 2640.00| 525.86000 4206.88 PIPE END SECTION, 375 mm | | | 0136 715-46010 10.000 EACH | 249.00000 2490.00| 403.00000 4030.00| 593.91000 5939.10 PIPE END SECTION, 450 mm | | | 0137 715-46020 12.000 EACH | 327.00000 3924.00| 392.00000 4704.00| 774.92000 9299.04 PIPE END SECTION, 600 mm | | | 0138 715-46030 7.000 EACH | 459.00000 3213.00| 520.00000 3640.00| 942.66000 6598.62 PIPE END SECTION, 750 mm | | | 0139 715-46040 8.000 EACH | 629.00000 5032.00| 614.00000 4912.00| 1200.73000 9605.84 PIPE END SECTION, 900 mm | | | 0140 715-97402 4.000 EACH | 2795.00000 11180.00| 962.00000 3848.00| 3367.89000 13471.56 GRATED BOX END SECTION, I, 4:1, 375 mm | | | 0141 715-97687 8.000 EACH | 3995.00000 31960.00| 962.00000 7696.00| 4055.78000 32446.24 GRATED BOX END SECTION, I, 4:1, 600 mm | | | 0142 715-98781 2.000 EACH | 7395.00000 14790.00| 1622.00000 3244.00| 7836.64000 15673.28 GRATED BOX END SECTION, I, 5:1, 1050 mm | | | 0143 715-98931 6.000 EACH | 4872.00000 29232.00| 981.00000 5886.00| 5144.59000 30867.54 GRATED BOX END SECTION, I, 4:1, 750 mm | | | 0144 718-06528 66.000 EACH | 372.00000 24552.00| 468.40000 30914.40| 164.84000 10879.44 OUTLET PROTECTOR, 1 | | | 0145 718-06529 19.000 EACH | 328.00000 6232.00| 428.40000 8139.60| 170.29000 3235.51 OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0146 718-06531 93.000 EACH | 295.00000 27435.00| 408.40000 37981.20| 175.73000 16342.89 OUTLET PROTECTOR, 3 | | | 0147 718-06532 3000.000 m | 3.00000 9000.00| 3.00000 9000.00| 2.50000 7500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0148 718-52610 7874.000 m3 | 29.00000 228346.00| 36.85000 290156.90| 36.56000 287873.44 AGGREGATE FOR UNDERDRAINS | | | 0149 720-45265 1.000 EACH | 584.00000 584.00| 1270.00000 1270.00| 836.80000 836.80 PIPE CATCH BASIN, 375 mm | | | 0150 720-45410 3.000 EACH | 1300.00000 3900.00| 2700.00000 8100.00| 1363.63000 4090.89 MANHOLE, C4 | | | 0151 720-98174 9.000 EACH | 1730.00000 15570.00| 868.00000 7812.00| 1455.35000 13098.15 INLET, B15 | | | 0152 720-98555 7.000 EACH | 1695.00000 11865.00| 976.00000 6832.00| 1379.35000 9655.45 INLET, C15 | | | 0153 722-51401 16.000 m2 | 358.00000 5728.00| 129.00000 2064.00| 215.00000 3440.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0154 722-51842 889.000 m2 | 39.00000 34671.00| 66.25000 58896.25| 47.00000 41783.00 BRIDGE DECK OVERLAY | | | 0155 722-51846 4.000 m3 | 434.50000 1738.00| 434.50000 1738.00| 434.50000 1738.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0156 722-51852 39.000 m2 | 122.00000 4758.00| 55.00000 2145.00| 54.00000 2106.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0157 722-60824 783.000 m2 | 5.95000 4658.85| 6.70000 5246.10| 5.86000 4588.38 SURFACE MILLING | | | 0158 724-03276 60.000 m | 195.00000 11700.00| 32.00000 1920.00| 325.00000 19500.00 EXPANSION JOINT SEALING SYSTEM | | | 0159 732-06050 2.000 EACH | 10000.00000 20000.00| 8352.50000 16705.00| 1000.00000 2000.00 CAP , WELL | | | 0160 801-04308 11.000 EACH | 649.00000 7139.00| 595.00000 6545.00| 595.00000 6545.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06625 30.000 EACH | 158.00000 4740.00| 145.00000 4350.00| 145.00000 4350.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0162 801-06640 83.000 EACH | 275.00000 22825.00| 265.00000 21995.00| 265.00000 21995.00 CONSTRUCTION SIGN, A | | | 0163 801-06645 3.000 EACH | 100.00000 300.00| 100.00000 300.00| 100.00000 300.00 CONSTRUCTION SIGN, B | | | 0164 801-06775 LUMP | 146039.92000 146039.92| 301822.00000 301822.00| 409146.99000 409146.99 MAINTAINING TRAFFIC | | | 0165 801-07118 24.000 m | 109.00000 2616.00| 102.00000 2448.00| 102.00000 2448.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,474,774 ROUTE : 129 CALL ORDER : 150 CONTRACT ID : R -27080-A COUNTIES : SWITZERLAND LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1385672 |( 3 ) 31-0515195 |O`MARA, DAVE CONTRACTOR |FORCE CONSTRUCTION CO. INC. |VALLEY ASPHALT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0166 801-07119 20.000 m | 129.00000 2580.00| 120.00000 2400.00| 120.00000 2400.00 BARRICADE, III-B | | | 0167 801-07215 960.000 DAY | 54.00000 51840.00| 50.00000 48000.00| 50.00000 48000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0168 802-04893 12.000 EACH | 85.00000 1020.00| 85.00000 1020.00| 85.00000 1020.00 REFERENCE POST | | | 0169 802-76025 25.000 m2 | 195.00000 4875.00| 192.60000 4815.00| 192.60000 4815.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0170 802-76035 47.000 m2 | 219.00000 10293.00| 214.12000 10063.64| 214.12000 10063.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0171 802-76045 7.000 m2 | 239.00000 1673.00| 235.65000 1649.55| 235.65000 1649.55 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0172 802-76055 808.000 m | 16.95000 13695.60| 16.24000 13121.92| 16.24000 13121.92 SIGN POST, A | | | 0173 808-03631 368.000 m | 6.57000 2417.76| 3.15000 1159.20| 3.15000 1159.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0174 808-03632 368.000 m | 6.57000 2417.76| 3.15000 1159.20| 3.15000 1159.20 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0175 808-06703 41341.000 m | 0.80000 33072.80| 0.79000 32659.39| 0.79000 32659.39 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0176 808-75240 1848.000 m | 0.80000 1478.40| 0.79000 1459.92| 0.79000 1459.92 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0177 808-75245 30326.000 m | 0.80000 24260.80| 0.79000 23957.54| 0.79000 23957.54 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0178 808-75272 159.000 m | 10.95000 1741.05| 10.33000 1642.47| 10.33000 1642.47 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0179 808-75297 244.000 m | 10.95000 2671.80| 10.33000 2520.52| 10.33000 2520.52 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0180 808-75320 4.000 EACH | 109.00000 436.00| 80.00000 320.00| 80.00000 320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0181 808-75325 2.000 EACH | 164.00000 328.00| 115.00000 230.00| 115.00000 230.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMEN