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 DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -11 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0182 808-75998 1415.000 EACH | 19.00000 26885.00| 17.60000 24904.00| 17.60000 24904.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0183 202-03000 LUMP | 14494.00000 14494.00| 11619.00000 11619.00| 5730.00000 5730.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 129 | | | 0184 202-03000 LUMP | 8700.00000 8700.00| 4041.00000 4041.00| 5730.00000 5730.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 157 | | | 0185 203-02070 20000.000 m3 | 6.00000 120000.00| 11.00000 220000.00| 8.25000 165000.00 BORROW | | | 0186 401-07327 17294.000 Mg | 33.85000 585401.90| 39.00000 674466.00| 40.56000 701444.64 QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0187 202-51330 LUMP | 38245.00000 38245.00| 48472.00000 48472.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0188 202-05824 2.000 EACH | 3500.00000 7000.00| 3575.00000 7150.00| 8965.00000 17930.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 11400 THROUGH 22800 LITERS | | | CAPACITY | | | 0189 202-05546 3028.000 Mg | 30.00000 90840.00| 0.17000 514.76| 25.45000 77062.60 REGULATED MATERIALS, DISPOSE, C , SOIL | | | 0190 202-05551 3028.000 Mg | 6.58000 19924.24| 0.62000 1877.36| 22.20000 67221.60 REGULATED MATERIALS, REMOVE, C , SOIL | | | 0191 202-05556 3028.000 Mg | 8.25000 24981.00| 0.14000 423.92| 11.30000 34216.40 REGULATED MATERIALS, TRANSPORT, C , SOI | | | 0192 202-05571 35.000 EACH | 209.00000 7315.00| 58.50000 2047.50| 85.00000 2975.00 TESTING FOR WASTES ,TPH | | | 0193 202-05571 6.000 EACH | 209.00000 1254.00| 58.50000 351.00| 75.00000 450.00 TESTING FOR WASTES , (WATER), BENZENE | | | 0194 202-05544 366.000 L | 2.00000 732.00| 0.28000 102.48| 0.20000 73.20 REGULATED MATERIALS, DISPOSE, C , | | | SLUDGE FROM TANKS | | | 0195 202-05549 366.000 L | 2.00000 732.00| 0.69000 252.54| 0.57000 208.62 REGULATED MATERIALS, REMOVE, C , SLUDGE | | | FROM TANKS | | | 0196 202-05554 366.000 L | 2.00000 732.00| 0.69000 252.54| 0.56000 204.96 REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE FROM TANKS | | | 0197 202-08429 3048.000 L | 0.13000 396.24| 0.20000 609.60| 0.08000 243.84 REGULATED MATERIALS, DISPOSE, B , | | | GROUNDWATER, SURFACE PETROLEUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -12 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 202-08430 3048.000 L | 0.13000 396.24| 0.20000 609.60| 1.17000 3566.16 REGULATED MATERIALS, REMOVE, B , | | | GROUNDWATER, SURFACE PETROLEUM, | | | 0199 202-08431 3048.000 L | 0.13000 396.24| 0.14000 426.72| 0.08000 243.84 REGULATED MATERIALS, TRANSPORT, B , | | | GROUNDWATER, SURFACE PETROLEUM | | | SECTION TOTALS | $ 19,164,000.00| $ 21,704,616.70| $ 21,961,295.26 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,164,000.00| $ 21,704,616.70| $ 21,961,295.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -13 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., 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 105-06657 288.000 MOS | 110.00000 31680.00| 100.00000 28800.00| PHONE, CELLULAR | | | 0002 105-06845 LUMP | 250000.00000 250000.00| 475000.00000 475000.00| CONSTRUCTION ENGINEERING | | | 0003 105-07040 36.000 MOS | 2800.00000 100800.00| 2000.00000 72000.00| FIELD OFFICE, C | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 108-01614 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| PARTNERING OVERHEAD | | | 0007 110-01001 LUMP | 1185000.00000 1185000.00| 1295000.00000 1295000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 477265.59000 477265.59| 510000.00000 510000.00| CLEARING RIGHT OF WAY | | | 0010 202-01406 2.000 EACH | 500.00000 1000.00| 880.00000 1760.00| SAMPLING AND TESTING ANALYSIS | | | 0011 202-02240 158.000 m2 | 12.00000 1896.00| 40.00000 6320.00| PAVEMENT REMOVAL | | | 0012 202-51133 168.000 m | 12.50000 2100.00| 9.00000 1512.00| RAILING, REMOVE | | | 0013 202-51328 LUMP | 58000.00000 58000.00| 75000.00000 75000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0014 203-02000 566054.000 m3 | 9.80000 5547329.20| 10.30000 5830356.20| EXCAVATION, COMMON | | | 0015 203-02010 50955.000 m3 | 16.00000 815280.00| 20.00000 1019100.00| EXCAVATION, ROCK | | | 0016 203-51223 220.000 m3 | 38.00000 8360.00| 65.00000 14300.00| EXCAVATION, WATERWAY | | | 0017 203-93444 25793.000 Mg | 22.00000 567446.00| 19.00000 490067.00| BACKFILL, ROCK | | | 0018 205-06931 1065.000 Mg | 35.00000 37275.00| 55.00000 58575.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06932 6306.000 m | 10.55000 66528.30| 27.00000 170262.00| TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -14 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06933 1.000 EACH | 300.00000 300.00| 90.00000 90.00| TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 180.000 Mg | 55.00000 9900.00| 40.00000 7200.00| TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 9689.000 m | 5.00000 48445.00| 4.75000 46022.75| TEMPORARY SILT FENCE | | | 0023 207-08264 153042.000 m2 | 4.00000 612168.00| 5.00000 765210.00| SUBGRADE TREATMENT, TYPE II | | | 0024 207-08266 9340.000 m2 | 9.00000 84060.00| 9.00000 84060.00| SUBGRADE TREATMENT, TYPE III | | | 0025 210-07879 44.000 m | 875.00000 38500.00| 1600.00000 70400.00| DRILLED SHAFT , 1070 mm | | | 0026 210-07881 24.000 m | 1675.00000 40200.00| 2300.00000 55200.00| DRILLED ROCK SOCKET , 1070 mm | | | 0027 211-06467 76.000 m3 | 60.00000 4560.00| 100.00000 7600.00| AGGREGATE FOR END BENT BACKFILL | | | 0028 211-07454 10593.000 m3 | 32.00000 338976.00| 43.00000 455499.00| STRUCTURE BACKFILL | | | 0029 301-07448 46686.000 Mg | 17.00000 793662.00| 25.00000 1167150.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-08210 5000.000 Mg | 22.00000 110000.00| 43.00000 215000.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0031 306-08036 3604.000 m2 | 4.50000 16218.00| 1.50000 5406.00| MILLING, ASPHALT, 50 mm | | | 0032 401-06264 LUMP | 18000.00000 18000.00| 28000.00000 28000.00| PROFILOGRAPH, HMA | | | 0034 401-07397 26703.000 Mg | 47.00000 1255041.00| 36.00000 961308.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0035 401-07407 7465.000 Mg | 44.00000 328460.00| 36.50000 272472.50| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0036 401-07423 56995.000 Mg | 44.00000 2507780.00| 37.00000 2108815.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0037 401-07429 27206.000 Mg | 45.00000 1224270.00| 40.00000 1088240.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OGC19.0 | | | MM | | | 0038 402-07432 1100.000 Mg | 55.00000 60500.00| 46.00000 50600.00| HMA SURFACE, TYPE A | | | 0039 402-07435 1833.000 Mg | 53.00000 97149.00| 42.00000 76986.00| HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -15 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 404-05514 356.000 m2 | 7.00000 2492.00| 15.00000 5340.00| SEAL COAT, 5 | | | 0042 406-05520 173.000 Mg | 250.00000 43250.00| 250.00000 43250.00| ASPHALT FOR TACK COAT | | | 0043 601-01128 4.000 EACH | 1010.00000 4040.00| 1150.00000 4600.00| GUARDRAIL TRANSITION TYPE WGB | | | 0044 601-01522 4.000 EACH | 1525.00000 6100.00| 1750.00000 7000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-01626 2.000 EACH | 1660.00000 3320.00| 1900.00000 3800.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0046 601-05071 2.000 EACH | 2075.00000 4150.00| 2400.00000 4800.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0047 601-94689 8.000 EACH | 2290.00000 18320.00| 2600.00000 20800.00| GUARDRAIL END TREATMENT, OS | | | 0048 601-99105 2038.000 m | 43.00000 87634.00| 50.00000 101900.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0049 602-06729 26.000 EACH | 7.00000 182.00| 8.00000 208.00| BARRIER DELINEATOR | | | 0050 604-06070 82.000 m2 | 40.00000 3280.00| 50.00000 4100.00| SIDEWALK, CONCRETE | | | 0051 604-07900 7.000 m2 | 160.00000 1120.00| 115.00000 805.00| CURB RAMP, CONCRETE, F | | | 0052 604-07901 9.000 m2 | 160.00000 1440.00| 115.00000 1035.00| CURB RAMP. CONCRETE, G | | | 0053 604-07902 10.000 m2 | 160.00000 1600.00| 115.00000 1150.00| CURB RAMP, CONCRETE, H | | | 0054 605-06150 2012.000 m | 63.50000 127762.00| 48.00000 96576.00| CURB AND GUTTER, C, CONCRETE | | | 0055 607-06370 500.000 m | 197.00000 98500.00| 210.00000 105000.00| PAVED SIDE DITCH, H | | | 0056 607-90826 1.000 EACH | 400.00000 400.00| 225.00000 225.00| GUTTER TURNOUT, CONCRETE | | | 0057 609-06259 454.000 m2 | 75.00000 34050.00| 80.00000 36320.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0058 610-07486 5739.000 Mg | 62.00000 355818.00| 60.00000 344340.00| HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -16 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 611-05330 1667.000 m2 | 42.00000 70014.00| 50.00000 83350.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0060 611-06497 96.000 EACH | 120.00000 11520.00| 135.00000 12960.00| MAILBOX ASSEMBLY, SINGLE | | | 0061 611-06498 4.000 EACH | 130.00000 520.00| 145.00000 580.00| MAILBOX ASSEMBLY, DOUBLE | | | 0062 615-06490 470.000 EACH | 109.00000 51230.00| 125.00000 58750.00| RIGHT OF WAY MARKER | | | 0063 615-06505 141.000 EACH | 575.00000 81075.00| 675.00000 95175.00| MONUMENT, B | | | 0064 615-06510 17.000 EACH | 340.00000 5780.00| 400.00000 6800.00| MONUMENT, C | | | 0065 615-06527 5.000 EACH | 660.00000 3300.00| 800.00000 4000.00| MONUMENT, SECTION CORNER | | | 0066 615-06530 5.000 EACH | 900.00000 4500.00| 1000.00000 5000.00| POST, BENCHMARK | | | 0067 616-02320 28949.000 m2 | 2.00000 57898.00| 4.15000 120138.35| GEOTEXTILES | | | 0068 616-05688 5446.000 Mg | 33.00000 179718.00| 39.00000 212394.00| RIPRAP, CLASS 1 | | | 0069 616-06405 4717.000 Mg | 32.00000 150944.00| 36.00000 169812.00| RIPRAP, REVETMENT | | | 0070 616-06451 6815.000 Mg | 30.00000 204450.00| 38.00000 258970.00| RIPRAP, UNIFORM | | | 0071 617-04488 27504.000 m2 | 4.00000 110016.00| 6.50000 178776.00| GEOGRID, SUBGRADE | | | 0072 621-01004 57.000 EACH | 660.00000 37620.00| 750.00000 42750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0073 621-06545 21.000 Mg | 525.00000 11025.00| 600.00000 12600.00| FERTILIZER | | | 0074 621-06548 163.000 kg | 66.00000 10758.00| 75.00000 12225.00| SEED MIXTURE, CV | | | 0075 621-06553 4475.000 kg | 5.75000 25731.25| 6.50000 29087.50| SEED MIXTURE, R | | | 0076 621-06557 1120.000 kg | 3.00000 3360.00| 3.50000 3920.00| SEED MIXTURE, T | | | 0077 621-06565 106.000 Mg | 410.00000 43460.00| 480.00000 50880.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -17 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 621-06567 781.000 kL | 10.00000 7810.00| 11.50000 8981.50| WATER | | | 0079 621-06574 40017.000 m2 | 3.50000 140059.50| 3.65000 146062.05| SODDING | | | 0080 621-06575 3420.000 m2 | 3.50000 11970.00| 3.65000 12483.00| SODDING, NURSERY | | | 0081 621-07618 94906.000 m2 | 9.24000 876931.44| 10.50000 996513.00| COMPOST SOIL BLANKET | | | 0082 701-51195 226.000 m | 108.00000 24408.00| 170.00000 38420.00| PILE, STEEL H, HP 310 X 79 | | | 0083 701-91792 22.000 EACH | 120.00000 2640.00| 75.00000 1650.00| PILE TIP, STEEL H | | | 0084 702-51005 235.000 m3 | 650.00000 152750.00| 650.00000 152750.00| CONCRETE, A, SUBSTRUCTURE | | | 0085 702-51100 268.000 kg | 4.75000 1273.00| 8.00000 2144.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0086 702-51110 1050.000 kg | 4.50000 4725.00| 3.00000 3150.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0087 702-51863 84.000 EACH | 11.50000 966.00| 13.50000 1134.00| FIELD DRILLED HOLE IN CONCRETE | | | 0088 703-51030 13716.000 kg | 1.65000 22631.40| 2.85000 39090.60| REINFORCING STEEL | | | 0089 703-51032 81690.000 kg | 1.50000 122535.00| 1.75000 142957.50| REINFORCING STEEL, EPOXY COATED | | | 0090 704-51002 315.000 m3 | 475.00000 149625.00| 450.00000 141750.00| CONCRETE, C, SUPERSTRUCTURE | | | 0091 706-05732 4.000 EACH | 1100.00000 4400.00| 1150.00000 4600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0092 706-05733 4.000 EACH | 1100.00000 4400.00| 1150.00000 4600.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0093 706-51020 76.000 m3 | 375.00000 28500.00| 430.00000 32680.00| CONCRETE, C, RAILING | | | 0094 707-05987 284.000 m | 850.00000 241400.00| 900.00000 255600.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1220 mm | | | 0095 709-51821 LUMP | 4410.00000 4410.00| 4000.00000 4000.00| SURFACE SEAL , STR. NO. 1 | | | 0096 709-51821 LUMP | 7600.00000 7600.00| 7500.00000 7500.00| SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -18 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 714-01633 54.000 m | 1600.00000 86400.00| 1800.00000 97200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm x 1500 mm | | | 0098 715-02397 6.000 EACH | 1800.00000 10800.00| 2100.00000 12600.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0099 715-02399 3.000 EACH | 2200.00000 6600.00| 2300.00000 6900.00| SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0100 715-02407 2.000 EACH | 2800.00000 5600.00| 2800.00000 5600.00| SAFETY METAL END SECTION, 4:1, 1200 mm | | | 0101 715-03475 7.000 EACH | 460.00000 3220.00| 600.00000 4200.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0102 715-03476 15.000 EACH | 870.00000 13050.00| 1050.00000 15750.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0103 715-03584 160.000 EACH | 830.00000 132800.00| 625.00000 100000.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0104 715-04611 6.000 EACH | 400.00000 2400.00| 350.00000 2100.00| SAFETY METAL END SECTION, 4:1, 300 mm | | | 0105 715-05019 150.000 m | 175.00000 26250.00| 215.00000 32250.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0106 715-05048 34835.000 m | 9.00000 313515.00| 13.00000 452855.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0107 715-05053 2198.000 m | 33.00000 72534.00| 54.00000 118692.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0108 715-05119 216.000 m | 100.00000 21600.00| 120.00000 25920.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0109 715-05121 108.000 m | 115.00000 12420.00| 135.00000 14580.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0110 715-05123 404.000 m | 137.00000 55348.00| 135.00000 54540.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0111 715-05125 308.000 m | 160.00000 49280.00| 200.00000 61600.00| PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0112 715-05127 113.000 m | 230.00000 25990.00| 280.00000 31640.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0113 715-05128 27.000 m | 1117.00000 30159.00| 400.00000 10800.00| PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0114 715-05133 54.000 m | 440.00000 23760.00| 550.00000 29700.00| PIPE, TYPE 1, CIRCULAR, 1500 mm | | | 0115 715-05149 132.000 m | 84.00000 11088.00| 110.00000 14520.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -19 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 715-05151 39.000 m | 95.00000 3705.00| 130.00000 5070.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0117 715-05152 228.000 m | 116.00000 26448.00| 135.00000 30780.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0118 715-05154 165.000 m | 140.00000 23100.00| 155.00000 25575.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0119 715-05156 31.000 m | 175.00000 5425.00| 190.00000 5890.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0120 715-05169 45.000 m | 95.00000 4275.00| 130.00000 5850.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0121 715-05171 1356.000 m | 110.00000 149160.00| 135.00000 183060.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0122 715-05242 11.000 m | 440.00000 4840.00| 400.00000 4400.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.83 | | | m2 | | | 0123 715-05407 50.000 m | 20.00000 1000.00| 5.00000 250.00| PIPE, END BENT DRAIN, 150 mm | | | 0124 715-05841 2.000 EACH | 1800.00000 3600.00| 2000.00000 4000.00| CONCRETE ANCHOR, 1500 mm | | | 0125 715-05842 3.000 EACH | 1775.00000 5325.00| 1800.00000 5400.00| CONCRETE ANCHOR, 1050 mm | | | 0126 715-06825 2.000 EACH | 1950.00000 3900.00| 2000.00000 4000.00| CONCRETE ANCHOR , 1600 mm | | | 0127 715-07030 2.000 EACH | 2250.00000 4500.00| 1050.00000 2100.00| SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.82 m2 | | | 0128 715-07071 10.000 EACH | 1500.00000 15000.00| 975.00000 9750.00| SAFETY METAL END SECTION, 4:1, 750 mm | | | 0129 715-07864 1.000 m | 1200.00000 1200.00| 4400.00000 4400.00| PIPE END SECTION, 975 mm | | | 0130 715-07865 1.000 m | 6700.00000 6700.00| 20000.00000 20000.00| GRATED BOX END SECTION, 1, 4:1, 975 mm | | | 0131 715-07866 28.000 m | 260.00000 7280.00| 225.00000 6300.00| PIPE, TYPE 1, CIRCULAR, 975 mm | | | 0132 715-07867 30.000 m | 580.00000 17400.00| 550.00000 16500.00| PIPE, TYPE 1, CIRCULAR, 1600 mm | | | 0133 715-07868 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| CONCRETE ANCHOR, 950 mm | | | 0134 715-07869 2.000 EACH | 9000.00000 18000.00| 31000.00000 62000.00| GRATED BOX END SECTION, 1, 4:1, 2700 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -20 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 715-46005 8.000 EACH | 450.00000 3600.00| 820.00000 6560.00| PIPE END SECTION, 375 mm | | | 0136 715-46010 10.000 EACH | 480.00000 4800.00| 810.00000 8100.00| PIPE END SECTION, 450 mm | | | 0137 715-46020 12.000 EACH | 520.00000 6240.00| 1600.00000 19200.00| PIPE END SECTION, 600 mm | | | 0138 715-46030 7.000 EACH | 650.00000 4550.00| 1700.00000 11900.00| PIPE END SECTION, 750 mm | | | 0139 715-46040 8.000 EACH | 900.00000 7200.00| 1200.00000 9600.00| PIPE END SECTION, 900 mm | | | 0140 715-97402 4.000 EACH | 3300.00000 13200.00| 2900.00000 11600.00| GRATED BOX END SECTION, I, 4:1, 375 mm | | | 0141 715-97687 8.000 EACH | 4500.00000 36000.00| 4500.00000 36000.00| GRATED BOX END SECTION, I, 4:1, 600 mm | | | 0142 715-98781 2.000 EACH | 7800.00000 15600.00| 9500.00000 19000.00| GRATED BOX END SECTION, I, 5:1, 1050 mm | | | 0143 715-98931 6.000 EACH | 5000.00000 30000.00| 4500.00000 27000.00| GRATED BOX END SECTION, I, 4:1, 750 mm | | | 0144 718-06528 66.000 EACH | 340.00000 22440.00| 580.00000 38280.00| OUTLET PROTECTOR, 1 | | | 0145 718-06529 19.000 EACH | 300.00000 5700.00| 610.00000 11590.00| OUTLET PROTECTOR, 2 | | | 0146 718-06531 93.000 EACH | 280.00000 26040.00| 575.00000 53475.00| OUTLET PROTECTOR, 3 | | | 0147 718-06532 3000.000 m | 3.00000 9000.00| 3.50000 10500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0148 718-52610 7874.000 m3 | 40.00000 314960.00| 51.00000 401574.00| AGGREGATE FOR UNDERDRAINS | | | 0149 720-45265 1.000 EACH | 1500.00000 1500.00| 1300.00000 1300.00| PIPE CATCH BASIN, 375 mm | | | 0150 720-45410 3.000 EACH | 2900.00000 8700.00| 2400.00000 7200.00| MANHOLE, C4 | | | 0151 720-98174 9.000 EACH | 2400.00000 21600.00| 3000.00000 27000.00| INLET, B15 | | | 0152 720-98555 7.000 EACH | 2400.00000 16800.00| 3000.00000 21000.00| INLET, C15 | | | 0153 722-51401 16.000 m2 | 385.00000 6160.00| 180.00000 2880.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0154 722-51842 889.000 m2 | 35.00000 31115.00| 60.00000 53340.00| BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -21 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0155 722-51846 4.000 m3 | 434.50000 1738.00| 434.50000 1738.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0156 722-51852 39.000 m2 | 75.00000 2925.00| 80.00000 3120.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0157 722-60824 783.000 m2 | 7.00000 5481.00| 5.25000 4110.75| SURFACE MILLING | | | 0158 724-03276 60.000 m | 175.00000 10500.00| 185.00000 11100.00| EXPANSION JOINT SEALING SYSTEM | | | 0159 732-06050 2.000 EACH | 3600.00000 7200.00| 10000.00000 20000.00| CAP , WELL | | | 0160 801-04308 11.000 EACH | 550.00000 6050.00| 300.00000 3300.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0161 801-06625 30.000 EACH | 150.00000 4500.00| 130.00000 3900.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0162 801-06640 83.000 EACH | 350.00000 29050.00| 270.00000 22410.00| CONSTRUCTION SIGN, A | | | 0163 801-06645 3.000 EACH | 50.00000 150.00| 60.00000 180.00| CONSTRUCTION SIGN, B | | | 0164 801-06775 LUMP | 160000.00000 160000.00| 450000.00000 450000.00| MAINTAINING TRAFFIC | | | 0165 801-07118 24.000 m | 60.00000 1440.00| 50.00000 1200.00| BARRICADE, III-A | | | 0166 801-07119 20.000 m | 60.00000 1200.00| 50.00000 1000.00| BARRICADE, III-B | | | 0167 801-07215 960.000 DAY | 85.00000 81600.00| 50.00000 48000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0168 802-04893 12.000 EACH | 138.53000 1662.36| 160.00000 1920.00| REFERENCE POST | | | 0169 802-76025 25.000 m2 | 283.25000 7081.25| 325.00000 8125.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0170 802-76035 47.000 m2 | 279.47000 13135.09| 320.00000 15040.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0171 802-76045 7.000 m2 | 294.14000 2058.98| 340.00000 2380.00| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0172 802-76055 808.000 m | 29.90000 24159.20| 35.00000 28280.00| SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -22 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0173 808-03631 368.000 m | 6.00000 2208.00| 7.00000 2576.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0174 808-03632 368.000 m | 6.00000 2208.00| 7.00000 2576.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0175 808-06703 41341.000 m | 0.74000 30592.34| 0.85000 35139.85| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0176 808-75240 1848.000 m | 0.74000 1367.52| 0.85000 1570.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0177 808-75245 30326.000 m | 0.74000 22441.24| 0.85000 25777.10| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0178 808-75272 159.000 m | 10.00000 1590.00| 11.50000 1828.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0179 808-75297 244.000 m | 10.00000 2440.00| 11.50000 2806.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0180 808-75320 4.000 EACH | 100.00000 400.00| 115.00000 460.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0181 808-75325 2.000 EACH | 150.00000 300.00| 170.00000 340.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0182 808-75998 1415.000 EACH | 17.60000 24904.00| 20.00000 28300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0183 202-03000 LUMP | 15000.00000 15000.00| 15000.00000 15000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 129 | | | 0184 202-03000 LUMP | 8000.00000 8000.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 157 | | | 0185 203-02070 20000.000 m3 | 9.00000 180000.00| 11.00000 220000.00| BORROW | | | 0186 401-07327 17294.000 Mg | 50.00000 864700.00| 46.00000 795524.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 MM | | | 0187 202-51330 LUMP | 38613.00000 38613.00| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0188 202-05824 2.000 EACH | 8965.00000 17930.00| 11000.00000 22000.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 11400 THROUGH 22800 LITERS | | | CAPACITY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 150 -23 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 : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1875662 |( ) |GOHMANN ASPHALT & CONSTR., I |CRIDER & CRIDER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0189 202-05546 3028.000 Mg | 25.45000 77062.60| 29.00000 87812.00| REGULATED MATERIALS, DISPOSE, C , SOIL | | | 0190 202-05551 3028.000 Mg | 22.20000 67221.60| 26.00000 78728.00| REGULATED MATERIALS, REMOVE, C , SOIL | | | 0191 202-05556 3028.000 Mg | 11.30000 34216.40| 13.00000 39364.00| REGULATED MATERIALS, TRANSPORT, C , SOI | | | 0192 202-05571 35.000 EACH | 85.00000 2975.00| 100.00000 3500.00| TESTING FOR WASTES ,TPH | | | 0193 202-05571 6.000 EACH | 75.00000 450.00| 95.00000 570.00| TESTING FOR WASTES , (WATER), BENZENE | | | 0194 202-05544 366.000 L | 0.20000 73.20| 0.25000 91.50| REGULATED MATERIALS, DISPOSE, C , | | | SLUDGE FROM TANKS | | | 0195 202-05549 366.000 L | 0.57000 208.62| 0.70000 256.20| REGULATED MATERIALS, REMOVE, C , SLUDGE | | | FROM TANKS | | | 0196 202-05554 366.000 L | 0.56000 204.96| 0.65000 237.90| REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE FROM TANKS | | | 0197 202-08429 3048.000 L | 0.08000 243.84| 0.10000 304.80| REGULATED MATERIALS, DISPOSE, B , | | | GROUNDWATER, SURFACE PETROLEUM | | | 0198 202-08430 3048.000 L | 0.08000 243.84| 0.10000 304.80| REGULATED MATERIALS, REMOVE, B , | | | GROUNDWATER, SURFACE PETROLEUM, | | | 0199 202-08431 3048.000 L | 0.11000 335.28| 0.20000 609.60| REGULATED MATERIALS, TRANSPORT, B , | | | GROUNDWATER, SURFACE PETROLEUM | | | SECTION TOTALS | $ 23,960,000.00| $ 25,965,847.75| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 23,960,000.00| $ 25,965,847.75| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 160 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,024,164.03 ROUTE : 19 CALL ORDER : 160 CONTRACT ID : R -27134-A COUNTIES : HAMILTON TIPTON LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,879,087.94 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,322,670.00 111.4352% 3 31-4351261 SHELLY & SANDS, INC. $ 4,361,219.04 112.4290% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 72000.00000 72000.00| 80000.00000 80000.00| 102237.93000 102237.93 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| 2200.00000 26400.00| 1456.76000 17481.12 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 | 193300.00000 193300.00| 195343.18000 195343.18| 218220.48000 218220.48 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 500.000 LFT | 5.00000 2500.00| 3.10000 1550.00| 3.18000 1590.00 GUARDRAIL, REMOVE | | | 0007 202-02271 171.000 EACH | 100.00000 17100.00| 300.00000 51300.00| 148.32000 25362.72 HEADWALL, REMOVE | | | 0008 202-02771 3.000 EACH | 400.00000 1200.00| 950.00000 2850.00| 1589.19000 4767.57 CONCRETE APRON, REMOVE | | | 0009 202-96133 244.000 LFT | 25.00000 6100.00| 25.00000 6100.00| 18.01000 4394.44 PIPE, REMOVE | | | 0010 203-02000 8880.000 CYS | 41.00000 364080.00| 30.00000 266400.00| 52.97000 470373.60 EXCAVATION, COMMON | | | 0011 203-02070 13231.000 CYS | 24.00000 317544.00| 14.25000 188541.75| 18.01000 238290.31 BORROW | | | 0012 205-06937 1825.000 LFT | 1.35000 2463.75| 1.50000 2737.50| 1.43000 2609.75 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 160 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,024,164.03 ROUTE : 19 CALL ORDER : 160 CONTRACT ID : R -27134-A COUNTIES : HAMILTON TIPTON LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 211-07454 540.000 CYS | 20.85000 11259.00| 16.50000 8910.00| 47.68000 25747.20 STRUCTURE BACKFILL | | | 0014 213-04324 273.000 CYS | 69.75000 19041.75| 87.00000 23751.00| 90.05000 24583.65 FLOWABLE FILL | | | 0015 301-07448 16378.000 TON | 7.00000 114646.00| 16.10000 263685.80| 19.06000 312164.68 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-07449 759.000 TON | 7.50000 5692.50| 25.00000 18975.00| 30.86000 23422.74 COMPACTED AGGREGATE, NO. 73 | | | 0017 304-07490 150.000 TON | 150.00000 22500.00| 100.00000 15000.00| 100.00000 15000.00 HMA PATCHING, TYPE B | | | 0018 306-08032 10983.000 SYS | 0.01000 109.83| 0.75000 8237.25| 1.25000 13728.75 MILLING, TRANSITION | | | 0019 306-08033 126127.000 SYS | 0.65000 81982.55| 1.00000 126127.00| 0.69000 87027.63 MILLING, ASPHALT, 1 IN. | | | 0020 401-06264 LUMP | 5000.00000 5000.00| 7000.00000 7000.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0021 401-07321 14989.000 TON | 34.50000 517120.50| 38.00000 569582.00| 33.50000 502131.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 23411.000 TON | 31.25000 731593.75| 36.00000 842796.00| 29.50000 690624.50 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 12179.000 TON | 36.00000 438444.00| 37.00000 450623.00| 29.00000 353191.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 405-05517 111.000 TON | 0.01000 1.11| 270.00000 29970.00| 200.00000 22200.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 86.000 TON | 200.00000 17200.00| 175.00000 15050.00| 150.00000 12900.00 ASPHALT FOR TACK COAT | | | 0026 601-01700 2.000 EACH | 1800.00000 3600.00| 2000.00000 4000.00| 2097.73000 4195.46 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-94689 10.000 EACH | 2885.00000 28850.00| 2350.00000 23500.00| 2436.76000 24367.60 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 2463.000 LFT | 14.00000 34482.00| 13.25000 32634.75| 13.77000 33915.51 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 605-06120 61.000 LFT | 47.00000 2867.00| 47.00000 2867.00| 29.66000 1809.26 CURB, CONCRETE , 6 IN. BARRIER | | | 0030 606-07484 32600.000 LFT | 1.00000 32600.00| 0.36000 11736.00| 0.34000 11084.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0031 610-07487 1772.000 TON | 50.00000 88600.00| 83.00000 147076.00| 84.20000 149202.40 HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 160 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,024,164.03 ROUTE : 19 CALL ORDER : 160 CONTRACT ID : R -27134-A COUNTIES : HAMILTON TIPTON LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 611-06497 78.000 EACH | 140.00000 10920.00| 120.00000 9360.00| 127.14000 9916.92 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06525 13.000 EACH | 400.00000 5200.00| 400.00000 5200.00| 362.34000 4710.42 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0034 616-02320 4269.000 SYS | 3.80000 16222.20| 2.55000 10885.95| 4.24000 18100.56 GEOTEXTILES | | | 0035 616-06451 2882.000 TON | 30.00000 86460.00| 28.50000 82137.00| 37.08000 106864.56 RIPRAP, UNIFORM | | | 0036 621-01004 28.000 EACH | 400.00000 11200.00| 450.00000 12600.00| 423.78000 11865.84 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 106816.000 SYS | 0.22000 23499.52| 0.21000 22431.36| 0.23000 24567.68 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-06554 26704.000 LBS | 2.00000 53408.00| 8.50000 226984.00| 2.12000 56612.48 SEED MIXTURE, U | | | 0039 621-06559 53408.000 SYS | 0.30000 16022.40| 0.30000 16022.40| 0.32000 17090.56 MULCHED SEEDING, R | | | 0040 621-06564 26704.000 SYS | 0.35000 9346.40| 0.08000 2136.32| 0.37000 9880.48 MULCHED SEEDING, CV | | | 0041 621-06574 2572.000 SYS | 6.00000 15432.00| 3.40000 8744.80| 3.28000 8436.16 SODDING | | | 0042 715-05048 5.000 LFT | 23.25000 116.25| 60.00000 300.00| 39.20000 196.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0043 715-05052 6.000 LFT | 26.92000 161.52| 58.00000 348.00| 49.80000 298.80 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0044 715-05118 14.000 LFT | 39.20000 548.80| 34.00000 476.00| 49.79000 697.06 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0045 715-05119 967.000 LFT | 39.79000 38476.93| 31.00000 29977.00| 38.14000 36881.38 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0046 715-05121 685.000 LFT | 41.41000 28365.85| 33.00000 22605.00| 42.38000 29030.30 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0047 715-05123 62.000 LFT | 67.08000 4158.96| 63.00000 3906.00| 72.04000 4466.48 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0048 715-05125 43.000 LFT | 123.41000 5306.63| 78.00000 3354.00| 78.40000 3371.20 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0049 715-05168 149.000 LFT | 23.21000 3458.29| 78.00000 11622.00| 49.79000 7418.71 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0050 715-05169 3913.000 LFT | 28.38000 111050.94| 36.00000 140868.00| 39.20000 153389.60 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 160 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,024,164.03 ROUTE : 19 CALL ORDER : 160 CONTRACT ID : R -27134-A COUNTIES : HAMILTON TIPTON LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 715-05171 120.000 LFT | 28.38000 3405.60| 43.00000 5160.00| 47.68000 5721.60 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0052 715-05173 182.000 LFT | 32.44000 5904.08| 46.00000 8372.00| 49.79000 9061.78 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0053 715-05203 10.000 LFT | 11.10000 111.00| 40.00000 400.00| 43.44000 434.40 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0054 715-05228 104.000 LFT | 54.98000 5717.92| 47.00000 4888.00| 80.52000 8374.08 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 | | | SQ. FT. | | | 0055 715-05232 17.000 LFT | 65.48000 1113.16| 78.00000 1326.00| 122.90000 2089.30 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0056 715-05235 137.000 LFT | 99.36000 13612.32| 44.00000 6028.00| 94.29000 12917.73 PIPE, TYPE 1, DEFORMED, MIN. AREA 4.4 | | | SQ. FT. | | | 0057 715-05244 64.000 LFT | 100.71000 6445.44| 82.00000 5248.00| 134.55000 8611.20 PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0058 715-08305 651.000 TON | 125.00000 81375.00| 57.00000 37107.00| 108.17000 70418.67 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0059 715-46000 2.000 EACH | 205.00000 410.00| 250.00000 500.00| 196.00000 392.00 PIPE END SECTION, 12 IN. | | | 0060 715-46005 84.000 EACH | 290.00000 24360.00| 270.00000 22680.00| 211.89000 17798.76 PIPE END SECTION, 15 IN. | | | 0061 715-46010 2.000 EACH | 240.00000 480.00| 290.00000 580.00| 238.38000 476.76 PIPE END SECTION, 18 IN. | | | 0062 720-44000 4.000 EACH | 340.00000 1360.00| 425.00000 1700.00| 434.38000 1737.52 CASTING, ADJUST TO GRADE | | | 0063 720-45615 5.000 LFT | 211.00000 1055.00| 330.00000 1650.00| 248.97000 1244.85 STRUCTURE, INLET, RECONSTRUCT | | | 0064 720-96995 1.000 EACH | 160.00000 160.00| 1000.00000 1000.00| 344.32000 344.32 CLEAN INLET | | | 0065 725-06857 219.000 LFT | 85.00000 18615.00| 85.00000 18615.00| 84.23000 18446.37 PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0066 801-04308 3.000 EACH | 110.00000 330.00| 115.00000 345.00| 116.54000 349.62 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06207 5409.000 LFT | 1.00000 5409.00| 1.10000 5949.90| 0.88000 4759.92 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 160 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,024,164.03 ROUTE : 19 CALL ORDER : 160 CONTRACT ID : R -27134-A COUNTIES : HAMILTON TIPTON LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 801-06625 52.000 EACH | 46.00000 2392.00| 47.00000 2444.00| 48.74000 2534.48 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 38.000 EACH | 210.00000 7980.00| 215.00000 8170.00| 222.49000 8454.62 CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP | 85000.00000 85000.00| 135000.00000 135000.00| 276384.69000 276384.69 MAINTAINING TRAFFIC | | | 0071 801-07118 60.000 LFT | 4.00000 240.00| 4.00000 240.00| 4.24000 254.40 BARRICADE, III-A | | | 0072 801-07119 60.000 LFT | 4.00000 240.00| 4.00000 240.00| 4.24000 254.40 BARRICADE, III-B | | | 0073 808-06712 7655.000 LFT | 0.11000 842.05| 0.10000 765.50| 0.12000 918.60 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0074 808-06713 98289.000 LFT | 0.08000 7863.12| 0.08000 7863.12| 0.08000 7863.12 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0075 808-06714 23488.000 LFT | 0.09000 2113.92| 0.09000 2113.92| 0.10000 2348.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0076 808-75297 24.000 LFT | 3.00000 72.00| 3.00000 72.00| 3.18000 76.32 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0077 808-75340 2.000 EACH | 250.00000 500.00| 255.00000 510.00| 264.87000 529.74 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0078 205-06932 1246.000 LFT | 5.15000 6416.90| 8.25000 10279.50| 0.00000 0.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0079 205-06933 6.000 EACH | 55.00000 330.00| 120.00000 720.00| 0.00000 0.00 TEMPORARY DITCH INLET PROTECTION | | | SECTION TOTALS | $ 3,879,087.94| $ 4,322,670.00| $ 4,361,219.04 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,879,087.94| $ 4,322,670.00| $ 4,361,219.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,014.19 ROUTE : 52 CALL ORDER : 190 CONTRACT ID : R -27510-A COUNTIES : CLINTON TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,097,199.15 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,899,703.96 119.5867% ==================================================================================================================================== |( 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 ROAD REHABILITATION | | | 0001 105-06657 8.000 MOS | 300.00000 2400.00| 324.87000 2598.96| PHONE, CELLULAR , 4 UNITS | | | 0002 105-06845 LUMP | 4200.00000 4200.00| 4793.59000 4793.59| CONSTRUCTION ENGINEERING | | | 0003 105-07039 12.000 MOS | 1800.00000 21600.00| 1930.71000 23168.52| FIELD OFFICE, B | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 123000.00000 123000.00| 149312.87000 149312.87| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-05677 1.000 EACH | 1200.00000 1200.00| 3756.08000 3756.08| BARRIER ISLAND, REMOVE | | | 0008 202-93741 24.000 EACH | 200.00000 4800.00| 298.09000 7154.16| GUARD RAIL END TREATMENT, REMOVE | | | 0009 301-07448 28750.000 TON | 9.00000 258750.00| 11.64000 334650.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 303-07449 11060.000 TON | 10.00000 110600.00| 13.09000 144775.40| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 500.000 TON | 99.00000 49500.00| 145.57000 72785.00| HMA PATCHING, TYPE B | | | 0012 304-07493 14250.000 TON | 42.00000 598500.00| 54.57000 777622.50| WIDENING WITH HMA, TYPE B | | | 0013 306-08033 316100.000 SYS | 0.20000 63220.00| 0.35000 110635.00| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,014.19 ROUTE : 52 CALL ORDER : 190 CONTRACT ID : R -27510-A COUNTIES : CLINTON TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 306-08043 4200.000 SYS | 1.00000 4200.00| 5.30000 22260.00| MILLING, TRANSITION | | | 0015 401-06264 LUMP | 5000.00000 5000.00| 3482.77000 3482.77| PROFILOGRAPH, HMA | | | 0016 401-07322 33056.000 TON | 31.70000 1047875.20| 36.38000 1202577.28| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0017 401-07372 40657.000 TON | 28.00000 1138396.00| 31.11000 1264839.27| QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0018 406-05520 201.000 TON | 240.00000 48240.00| 163.72000 32907.72| ASPHALT FOR TACK COAT | | | 0019 406-07772 123890.000 LFT | 0.35000 43361.50| 0.40000 49556.00| EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0020 506-06333 250.000 SYS | 90.00000 22500.00| 112.61000 28152.50| PCCP PATCHING, FULL DEPTH | | | 0021 601-94689 23.000 EACH | 2150.00000 49450.00| 2221.02000 51083.46| GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 1138.000 LFT | 12.05000 13712.90| 12.05000 13712.90| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 601-99132 6.000 EACH | 60.00000 360.00| 60.00000 360.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0024 610-07487 3676.000 TON | 58.00000 213208.00| 61.84000 227323.84| HMA FOR APPROACHES, TYPE B | | | 0025 612-04315 136.000 TON | 783.00000 106488.00| 782.60000 106433.60| ASPHALT MATERIAL FOR UNDERSEAL | | | 0026 612-60410 2261.000 EACH | 5.20000 11757.20| 5.20000 11757.20| DRILLED HOLE FOR UNDERSEAL | | | 0027 801-01093 24.000 EACH | 1150.00000 27600.00| 850.00000 20400.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0028 801-03290 8.000 EACH | 150.00000 1200.00| 150.00000 1200.00| CONSTRUCTION SIGN, C | | | 0029 801-06203 24636.000 LFT | 0.20000 4927.20| 0.11000 2709.96| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0030 801-06207 12318.000 LFT | 1.00000 12318.00| 0.99000 12194.82| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0031 801-06640 37.000 EACH | 198.00000 7326.00| 175.00000 6475.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,944,014.19 ROUTE : 52 CALL ORDER : 190 CONTRACT ID : R -27510-A COUNTIES : CLINTON TIPPECANOE LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 801-06710 100.000 DAY | 12.00000 1200.00| 10.00000 1000.00| FLASHING ARROW SIGN | | | 0033 801-06775 LUMP | 30000.00000 30000.00| 139747.01000 139747.01| MAINTAINING TRAFFIC | | | 0034 808-03002 510.000 LFT | 1.00000 510.00| 0.98000 499.80| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0035 808-03631 510.000 LFT | 1.00000 510.00| 0.98000 499.80| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0036 808-03632 510.000 LFT | 1.00000 510.00| 0.98000 499.80| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0037 808-06701 30922.000 LFT | 0.23000 7112.06| 0.23000 7112.06| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0038 808-06703 121017.000 LFT | 0.23000 27833.91| 0.23000 27833.91| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0039 808-06716 1530.000 LFT | 0.45000 688.50| 0.45000 688.50| LINE, REMOVE | | | 0040 808-75245 119116.000 LFT | 0.23000 27396.68| 0.23000 27396.68| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75297 24.000 LFT | 16.00000 384.00| 16.00000 384.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75996 1532.000 EACH | 3.50000 5362.00| 3.50000 5362.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 4,097,199.15| $ 4,899,703.96| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,097,199.15| $ 4,899,703.96| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 196 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,912,775.61 ROUTE : 70 CALL ORDER : 196 CONTRACT ID : R -27645-A COUNTIES : WAYNE LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/05 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. $ 5,863,757.07 100.0000% ==================================================================================================================================== |( 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 | 32000.00000 32000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1600.00000 14400.00| | 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 | 290000.00000 290000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 3203.000 LFT | 1.95000 6245.85| | GUARDRAIL, REMOVE | | | 0007 202-02278 3385.000 LFT | 4.40000 14894.00| | CURB, CONCRETE, REMOVE | | | 0008 202-02928 7.000 EACH | 550.00000 3850.00| | CATCH BASIN, REMOVE | | | 0009 203-02000 5018.000 CYS | 11.25000 56452.50| | EXCAVATION, COMMON | | | 0010 306-08034 57864.000 SYS | 0.98000 56706.72| | MILLING, ASPHALT, 1 1/2 IN. | | | 0011 306-08039 174625.000 SYS | 2.62000 457517.50| | MILLING, ASPHALT REMOVAL , MILL TO | | | CONCRETE | | | 0012 306-08159 23847.000 SYS | 1.90000 45309.30| | MILLING, ASPHALT , 5 IN. | | | 0013 401-06264 LUMP | 9500.00000 9500.00| | PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 196 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,912,775.61 ROUTE : 70 CALL ORDER : 196 CONTRACT ID : R -27645-A COUNTIES : WAYNE LETTING DATE : 05/25/05 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 401-07337 21555.000 TON | 80.90000 1743799.50| | QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA | | | 0015 401-07405 48740.000 TON | 43.10000 2100694.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0016 401-07410 1224.000 TON | 52.00000 63648.00| | QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0017 405-05517 62.000 TON | 305.00000 18910.00| | ASPHALT FOR PRIME COAT | | | 0018 406-05520 157.000 TON | 240.00000 37680.00| | ASPHALT FOR TACK COAT | | | 0019 506-06333 19.000 SYS | 500.00000 9500.00| | PCCP PATCHING, FULL DEPTH | | | 0020 506-06334 2.000 SYS | 750.00000 1500.00| | PCCP PATCHING, PARTIAL DEPTH | | | 0021 507-07482 1468.000 LFT | 2.40000 3523.20| | CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | | 0022 601-01522 2.000 EACH | 1700.00000 3400.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-05999 5.000 EACH | 50.00000 250.00| | CURVED TERMINAL END | | | 0024 601-94689 28.000 EACH | 2100.00000 58800.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-94690 4.000 EACH | 3450.00000 13800.00| | GUARDRAIL END TREATMENT, MS | | | 0026 601-97774 1.000 EACH | 1100.00000 1100.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-97803 1.000 EACH | 2225.00000 2225.00| | GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 4598.000 LFT | 12.50000 57475.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0029 605-02493 372.000 SYS | 19.00000 7068.00| | CURB ISLAND, CONCRETE | | | 0030 605-06090 400.000 LFT | 13.00000 5200.00| | CURB, INTEGRAL, CONCRETE | | | 0031 605-06100 1674.000 LFT | 19.00000 31806.00| | CURB, INTEGRAL, C, CONCRETE | | | 0032 606-07484 121047.000 LFT | 0.14000 16946.58| | MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 196 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,912,775.61 ROUTE : 70 CALL ORDER : 196 CONTRACT ID : R -27645-A COUNTIES : WAYNE LETTING DATE : 05/25/05 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 612-04315 36.000 TON | 1350.00000 48600.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0034 612-05081 2.000 EACH | 3150.00000 6300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0035 612-60410 600.000 EACH | 27.30000 16380.00| | DRILLED HOLE FOR UNDERSEAL | | | 0036 718-06528 15.000 EACH | 600.00000 9000.00| | OUTLET PROTECTOR, 1 | | | 0037 718-06529 15.000 EACH | 600.00000 9000.00| | OUTLET PROTECTOR, 2 | | | 0038 718-06531 16.000 EACH | 600.00000 9600.00| | OUTLET PROTECTOR, 3 | | | 0039 724-02221 76.000 LFT | 125.00000 9500.00| | EXPANSION JOINT, POLYMER MODIFIED | | | ASPHALT | | | 0040 725-06858 470.000 LFT | 130.00000 61100.00| | PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0041 725-06861 246.000 LFT | 210.00000 51660.00| | PIPE LINER, THERMOPLASTIC, AREA 6.5 SFT | | | 0042 801-01093 4.000 EACH | 680.00000 2720.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0043 801-06640 22.000 EACH | 84.00000 1848.00| | CONSTRUCTION SIGN, A | | | 0044 801-06710 360.000 DAY | 9.50000 3420.00| | FLASHING ARROW SIGN | | | 0045 801-06775 LUMP | 410639.00000 410639.00| | MAINTAINING TRAFFIC | | | 0046 801-07117 4.000 EACH | 680.00000 2720.00| | TEMPORARY WORKSITE FLASHING LIGHT SIGN | | | ASSEMBLY | | | 0047 801-07215 360.000 DAY | 42.00000 15120.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0048 808-06702 15140.000 LFT | 0.30000 4542.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0049 808-06713 62065.000 LFT | 0.08000 4965.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 196 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,912,775.61 ROUTE : 70 CALL ORDER : 196 CONTRACT ID : R -27645-A COUNTIES : WAYNE LETTING DATE : 05/25/05 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-06714 60559.000 LFT | 0.08000 4844.72| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0051 808-75008 3000.000 LFT | 0.16000 480.00| | LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0052 808-75996 986.000 EACH | 5.00000 4930.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 986.000 EACH | 22.50000 22185.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,863,757.07| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,863,757.07| $ 4,899,703.96| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 346,199.10 ROUTE : 65 CALL ORDER : 200 CONTRACT ID : R -27794-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 337,890.30 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 339,816.40 100.5700% ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-0626844 |( ) |DEIG BROTHERS LUMBER & CONST |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 | 16000.00000 16000.00| 16000.00000 16000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2070.00000 18630.00| 1275.00000 11475.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 16800.00000 16800.00| 16950.00000 16950.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5200.00000 5200.00| 14000.00000 14000.00| CLEARING RIGHT OF WAY | | | 0007 202-78515 LUMP | 710.00000 710.00| 800.00000 800.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 2395.000 m3 | 10.40000 24908.00| 18.00000 43110.00| EXCAVATION, COMMON | | | 0009 205-06932 60.000 m | 17.00000 1020.00| 16.00000 960.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 220.000 m | 4.40000 968.00| 6.00000 1320.00| TEMPORARY SILT FENCE | | | 0011 207-07500 1208.000 m2 | 7.20000 8697.60| 21.00000 25368.00| SUBGRADE TREATMENT, TYPE C | | | 0012 211-07454 25.000 m3 | 41.50000 1037.50| 122.00000 3050.00| STRUCTURE BACKFILL | | | 0013 303-01180 762.000 Mg | 25.70000 19583.40| 25.00000 19050.00| COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 346,199.10 ROUTE : 65 CALL ORDER : 200 CONTRACT ID : R -27794-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-0626844 |( ) |DEIG BROTHERS LUMBER & CONST |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07490 105.000 Mg | 158.00000 16590.00| 85.00000 8925.00| HMA PATCHING, TYPE B | | | 0015 304-07493 238.000 Mg | 67.00000 15946.00| 52.50000 12495.00| WIDENING WITH HMA, TYPE B | | | 0016 306-08036 1768.000 m2 | 2.90000 5127.20| 0.40000 707.20| MILLING, ASPHALT, 50 mm | | | 0017 306-08043 381.000 m2 | 3.90000 1485.90| 1.30000 495.30| MILLING, TRANSITION | | | 0018 402-07433 292.000 Mg | 68.00000 19856.00| 38.00000 11096.00| HMA SURFACE, TYPE B | | | 0019 402-07438 111.000 Mg | 69.00000 7659.00| 52.00000 5772.00| HMA INTERMEDIATE, TYPE B | | | 0020 402-07441 368.000 Mg | 62.00000 22816.00| 41.60000 15308.80| HMA BASE, TYPE B | | | 0021 402-07451 216.000 Mg | 92.00000 19872.00| 34.00000 7344.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0022 406-05521 6830.000 m2 | 0.15000 1024.50| 0.10000 683.00| ASPHALT FOR TACK COAT | | | 0023 610-07486 169.000 Mg | 112.00000 18928.00| 79.00000 13351.00| HMA FOR APPROACHES, TYPE A | | | 0024 611-05330 269.000 m2 | 42.50000 11432.50| 32.00000 8608.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0025 611-06497 6.000 EACH | 132.00000 792.00| 125.00000 750.00| MAILBOX ASSEMBLY, SINGLE | | | 0026 615-06490 34.000 EACH | 102.00000 3468.00| 95.00000 3230.00| RIGHT OF WAY MARKER | | | 0027 615-06505 7.000 EACH | 525.00000 3675.00| 495.00000 3465.00| MONUMENT, B | | | 0028 621-06567 55.000 kL | 15.00000 825.00| 13.65000 750.75| WATER | | | 0029 621-06575 3025.000 m2 | 3.70000 11192.50| 4.50000 13612.50| SODDING, NURSERY | | | 0030 715-03475 3.000 EACH | 415.00000 1245.00| 335.00000 1005.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0031 715-05121 13.000 m | 73.00000 949.00| 250.00000 3250.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0032 715-05169 105.000 m | 61.00000 6405.00| 105.00000 11025.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 346,199.10 ROUTE : 65 CALL ORDER : 200 CONTRACT ID : R -27794-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-0626844 |( ) |DEIG BROTHERS LUMBER & CONST |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 715-46005 9.000 EACH | 310.00000 2790.00| 275.00000 2475.00| PIPE END SECTION, 375 mm | | | 0034 715-46010 2.000 EACH | 410.00000 820.00| 330.00000 660.00| PIPE END SECTION, 450 mm | | | 0035 801-06203 1360.000 m | 0.85000 1156.00| 1.00000 1360.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 700.000 m | 3.20000 2240.00| 3.00000 2100.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 23.000 EACH | 90.00000 2070.00| 85.00000 1955.00| CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP | 17000.00000 17000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0039 801-07119 10.000 m | 82.00000 820.00| 75.00000 750.00| BARRICADE, III-B | | | 0040 802-05701 6.000 m | 33.00000 198.00| 32.65000 195.90| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0041 802-76025 1.000 m2 | 150.00000 150.00| 214.15000 214.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0042 802-76035 1.000 m2 | 160.00000 160.00| 235.65000 235.65| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0043 805-01815 3.000 EACH | 1690.00000 5070.00| 1600.00000 4800.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0044 805-02087 LUMP | 425.00000 425.00| 375.00000 375.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0045 805-78010 1.000 EACH | 1030.00000 1030.00| 960.00000 960.00| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0046 805-78190 4.000 EACH | 340.00000 1360.00| 312.00000 1248.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0047 805-78195 2.000 EACH | 330.00000 660.00| 300.00000 600.00| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0048 805-78415 2.000 EACH | 1290.00000 2580.00| 1200.00000 2400.00| SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 346,199.10 ROUTE : 65 CALL ORDER : 200 CONTRACT ID : R -27794-A COUNTIES : VANDERBURGH LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1009310 |( 2 ) 35-0626844 |( ) |DEIG BROTHERS LUMBER & CONST |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 805-78420 2.000 EACH | 292.00000 584.00| 252.00000 504.00| DISCONNECT HANGER | | | 0050 805-78445 1.000 EACH | 510.00000 510.00| 475.00000 475.00| SIGNAL SERVICE | | | 0051 805-78467 11.000 m | 5.00000 55.00| 5.00000 55.00| SIGNAL CABLE, 3C 8GA. | | | 0052 805-78480 89.000 m | 3.20000 284.80| 3.05000 271.45| SIGNAL CABLE, 3C 14GA. | | | 0053 805-78485 99.000 m | 3.50000 346.50| 3.30000 326.70| SIGNAL CABLE, 5C 14GA. | | | 0054 805-81032 3.000 EACH | 3430.00000 10290.00| 3240.00000 9720.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0055 808-01045 23.000 m | 1.40000 32.20| 1.25000 28.75| LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0056 808-06703 623.000 m | 1.40000 872.20| 1.25000 778.75| LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0057 808-06705 19.000 m | 2.70000 51.30| 2.55000 48.45| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0058 808-75245 486.000 m | 1.40000 680.40| 1.25000 607.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0059 808-75260 9.000 m | 21.00000 189.00| 19.35000 174.15| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0060 808-75278 9.000 m | 21.00000 189.00| 19.35000 174.15| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0061 808-75297 17.000 m | 37.00000 629.00| 35.75000 607.75| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0062 808-75996 15.000 EACH | 14.00000 210.00| 20.00000 300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0063 808-75998 22.000 EACH | 71.00000 1562.00| 65.00000 1430.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0064 808-98796 22.000 m | 1.40000 30.80| 1.25000 27.50| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 337,890.30| $ 339,816.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 337,890.30| $ 339,816.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 206 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 132,502.00 ROUTE : 46 CALL ORDER : 206 CONTRACT ID : R -27850-B COUNTIES : MONROE LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 CALENDAR DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 131,949.00 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 137,302.00 104.0569% ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 90-0177865 |( ) |YARDBERRY LANDSCAPE |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, LANDSCAPING | | | 0001 105-06845 LUMP | 3500.00000 3500.00| 3000.00000 3000.00| CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 6283.00000 6283.00| 6700.00000 6700.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 203-02046 1.000 EACH | 6000.00000 6000.00| 13000.00000 13000.00| GRADING IN GORE AREA | | | 0006 616-04917 LUMP | 52000.00000 52000.00| 46500.00000 46500.00| LIMESTONE , INSTALL | | | 0007 621-06560 800.000 SYS | 1.00000 800.00| 1.75000 1400.00| MULCHED SEEDING, U | | | 0008 707-99085 2.000 EACH | 2150.00000 4300.00| 3400.00000 6800.00| FLAG POLE | | | 0009 801-06640 12.000 EACH | 95.00000 1140.00| 125.00000 1500.00| CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP | 4500.00000 4500.00| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | 0011 807-96868 16.000 EACH | 3339.00000 53424.00| 2900.00000 46400.00| LUMINAIRE, INSTALL | | | SECTION TOTALS | $ 131,949.00| $ 137,302.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 131,949.00| $ 137,302.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/02/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1341287 HARCO ASPHALT PAVING INC. $ 1,407,597.34 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,430,962.57 101.6599% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,473,209.50 104.6613% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,735,800.00 123.3165% ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-1385672 |( 3 ) 35-1151771 |HARCO ASPHALT PAVING INC. |FORCE CONSTRUCTION CO. 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 ENHANCEMENT, PEDESTRIAN/BIKE TRAIL | | | 0001 105-06845 LUMP | 55000.00000 55000.00| 28300.00000 28300.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1900.00000 28500.00| 1352.00000 20280.00| 1800.00000 27000.00 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 | 60000.00000 60000.00| 149851.00000 149851.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-01015 LUMP | 67500.00000 67500.00| 37500.00000 37500.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0007 201-90788 LUMP | 10000.00000 10000.00| 4827.00000 4827.00| 12000.00000 12000.00 DEBRIS, REMOVE | | | 0008 202-01667 117.000 EACH | 70.00000 8190.00| 11.76000 1375.92| 100.00000 11700.00 SIGN AND SUPPORTS, WOOD POST, REMOVE | | | 0009 202-01874 2.000 EACH | 50.00000 100.00| 63.42000 126.84| 100.00000 200.00 SHEET SIGN AND POST, REMOVE | | | 0010 202-02240 2140.000 SYS | 7.50000 16050.00| 8.46000 18104.40| 3.50000 7490.00 PAVEMENT REMOVAL | | | 0011 202-02245 31.000 EACH | 180.00000 5580.00| 50.00000 1550.00| 350.00000 10850.00 TREE, 6 IN., REMOVE | | | 0012 202-02255 11.000 EACH | 350.00000 3850.00| 600.00000 6600.00| 350.00000 3850.00 TREE, 18 IN., REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-1385672 |( 3 ) 35-1151771 |HARCO ASPHALT PAVING INC. |FORCE CONSTRUCTION CO. INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-02260 34.000 EACH | 600.00000 20400.00| 725.00000 24650.00| 500.00000 17000.00 TREE, 30 IN., REMOVE | | | 0014 202-02271 3.000 EACH | 500.00000 1500.00| 545.34000 1636.02| 550.00000 1650.00 HEADWALL, REMOVE | | | 0015 202-02274 650.000 LFT | 9.00000 5850.00| 5.03000 3269.50| 6.50000 4225.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0016 202-02278 535.000 LFT | 7.00000 3745.00| 6.12000 3274.20| 5.75000 3076.25 CURB, CONCRETE, REMOVE | | | 0017 202-91010 4.000 EACH | 1200.00000 4800.00| 700.00000 2800.00| 450.00000 1800.00 TREE, 24 IN., REMOVE | | | 0018 202-91011 2.000 EACH | 1400.00000 2800.00| 1000.00000 2000.00| 500.00000 1000.00 TREE, 36 IN., REMOVE | | | 0019 202-91385 2.000 EACH | 325.00000 650.00| 267.88000 535.76| 350.00000 700.00 INLET, REMOVE | | | 0020 202-94747 1.000 EACH | 100.00000 100.00| 133.93000 133.93| 85.00000 85.00 POST, REMOVE | | | 0021 202-96133 126.000 LFT | 7.00000 882.00| 14.64000 1844.64| 14.00000 1764.00 PIPE, REMOVE | | | 0022 203-02000 15000.000 CYS | 4.25000 63750.00| 9.89000 148350.00| 10.00000 150000.00 EXCAVATION, COMMON | | | 0023 203-02376 LUMP | 30000.00000 30000.00| 14086.00000 14086.00| 12000.00000 12000.00 EXCAVATION, COMMON, FOR DITCH GRADING | | | 0024 205-02459 LUMP | 56000.00000 56000.00| 22849.00000 22849.00| 12000.00000 12000.00 EROSION CONTROL | | | 0025 205-06936 2.000 TON | 30.00000 60.00| 150.55000 301.10| 250.00000 500.00 TEMPORARY SEDIMENT TRAP | | | 0026 210-06990 2.000 EACH | 9000.00000 18000.00| 13645.96000 27291.92| 16000.00000 32000.00 LIMESTONE , CHESS TABLE | | | 0027 210-08404 2.000 EACH | 300.00000 600.00| 1638.86000 3277.72| 2600.00000 5200.00 PIT , HORSESHOE | | | 0028 211-02050 4600.000 CYS | 14.00000 64400.00| 19.53000 89838.00| 23.00000 105800.00 B BORROW | | | 0029 301-07448 4666.000 TON | 18.00000 83988.00| 20.87000 97379.42| 30.00000 139980.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-93714 4.000 EACH | 2000.00000 8000.00| 3668.44000 14673.76| 800.00000 3200.00 BOULDER , LIMESTONE | | | 0031 306-08033 2715.000 SYS | 2.10000 5701.50| 0.65000 1764.75| 2.50000 6787.50 MILLING, ASPHALT, 1 IN. | | | 0032 401-07320 1023.000 TON | 54.00000 55242.00| 47.00000 48081.00| 52.00000 53196.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-1385672 |( 3 ) 35-1151771 |HARCO ASPHALT PAVING INC. |FORCE CONSTRUCTION CO. INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 401-07355 2045.000 TON | 41.00000 83845.00| 43.00000 87935.00| 48.00000 98160.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | | 0034 401-07406 90.000 TON | 58.00000 5220.00| 100.00000 9000.00| 100.00000 9000.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0035 402-05498 224.000 TON | 55.00000 12320.00| 61.00000 13664.00| 70.00000 15680.00 HMA FOR PARKING AREA | | | 0036 601-90027 449.000 LFT | 18.00000 8082.00| 26.00000 11674.00| 26.00000 11674.00 GUARD RAIL, WOOD BEAM | | | 0037 601-99105 770.000 LFT | 17.00000 13090.00| 12.50000 9625.00| 12.50000 9625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 603-04099 12.000 EACH | 550.00000 6600.00| 1420.00000 17040.00| 1420.00000 17040.00 PIPE BOLLARD , COLLAPSIBLE | | | 0039 604-04439 256.000 SYS | 56.00000 14336.00| 54.04000 13834.24| 67.00000 17152.00 TEXTURED CONCRETE PAVEMENT | | | 0040 604-04785 2.000 EACH | 47750.00000 95500.00| 30613.35000 61226.70| 35000.00000 70000.00 RAMP , BOAT | | | 0041 604-07894 146.000 SYS | 110.00000 16060.00| 100.00000 14600.00| 96.00000 14016.00 CURB RAMP, CONCRETE, A | | | 0042 604-90256 506.000 SYS | 46.00000 23276.00| 42.00000 21252.00| 40.00000 20240.00 SIDEWALK, CONCRETE, 6 IN. | | | 0043 604-91531 9.000 SYS | 38.00000 342.00| 35.00000 315.00| 85.00000 765.00 SIDEWALK, CONCRETE, 4 IN. | | | 0044 605-06120 775.000 LFT | 12.50000 9687.50| 40.30000 31232.50| 27.00000 20925.00 CURB, CONCRETE | | | 0045 605-06140 2178.000 LFT | 14.50000 31581.00| 13.00000 28314.00| 26.50000 57717.00 CURB AND GUTTER, CONCRETE | | | 0046 605-95486 146.000 LFT | 14.50000 2117.00| 13.00000 1898.00| 24.50000 3577.00 CURB AND GUTTER, ROLLED, CONCRETE | | | 0047 607-06335 1159.000 LFT | 45.00000 52155.00| 40.00000 46360.00| 25.00000 28975.00 PAVED SIDE DITCH, A | | | 0048 611-95023 1.000 EACH | 250.00000 250.00| 231.86000 231.86| 100.00000 100.00 MAILBOX ASSEMBLY, RESET | | | 0049 615-06495 1.000 EACH | 300.00000 300.00| 231.86000 231.86| 400.00000 400.00 RIGHT OF WAY MARKER, RESET | | | 0050 615-06496 13.000 EACH | 50.00000 650.00| 431.31000 5607.03| 25.00000 325.00 PARKING BARRIER | | | 0051 616-02305 63.000 CYS | 150.00000 9450.00| 157.00000 9891.00| 110.00000 6930.00 GABIONS | | | 0052 616-06405 190.000 TON | 26.00000 4940.00| 20.23000 3843.70| 35.00000 6650.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-1385672 |( 3 ) 35-1151771 |HARCO ASPHALT PAVING INC. |FORCE CONSTRUCTION CO. INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 621-04258 242.000 LBS | 1.50000 363.00| 6.00000 1452.00| 1.25000 302.50 SEED MIXTURE , A | | | 0054 621-04316 280.000 LFT | 1.50000 420.00| 0.84000 235.20| 1.40000 392.00 SPADE EDGE | | | 0055 621-06545 1.000 TON | 1400.00000 1400.00| 460.00000 460.00| 1221.00000 1221.00 FERTILIZER | | | 0056 621-06565 4.000 TON | 715.00000 2860.00| 365.00000 1460.00| 650.00000 2600.00 MULCHING MATERIAL | | | 0057 621-06570 34.000 CYS | 110.00000 3740.00| 25.00000 850.00| 103.00000 3502.00 TOP SOIL | | | 0058 621-98038 15.000 CYS | 90.00000 1350.00| 60.00000 900.00| 80.00000 1200.00 MULCH, HARDWOOD SHREDDED BARK | | | 0059 622-01937 231.000 EACH | 27.00000 6237.00| 11.50000 2656.50| 24.50000 5659.50 PLANT , ORNAMENTAL GRASS | | | 0060 622-05639 23.000 EACH | 25.00000 575.00| 45.00000 1035.00| 45.50000 1046.50 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0061 622-05654 741.000 EACH | 20.00000 14820.00| 9.95000 7372.95| 17.95000 13300.95 PLANT, PERENNIAL | | | 0062 702-76240 2.000 CYS | 300.00000 600.00| 235.93000 471.86| 1000.00000 2000.00 CONCRETE PAD | | | 0063 704-04850 300.000 SYS | 42.00000 12600.00| 37.63000 11289.00| 55.00000 16500.00 CONCRETE PAVING, SCORED | | | 0064 712-03812 10.000 EACH | 1000.00000 10000.00| 3702.58000 37025.80| 1550.00000 15500.00 BENCH | | | 0065 715-01472 6.000 EACH | 500.00000 3000.00| 572.25000 3433.50| 875.00000 5250.00 PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0066 715-01662 30.000 LFT | 40.00000 1200.00| 19.61000 588.30| 100.00000 3000.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0067 715-01765 29.000 EACH | 450.00000 13050.00| 506.94000 14701.26| 875.00000 25375.00 PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0068 715-04612 602.000 LFT | 30.00000 18060.00| 21.30000 12822.60| 46.00000 27692.00 PIPE , REINFORCED CONCRETE, III, 12 IN. | | | 0069 715-04632 1.000 EACH | 1100.00000 1100.00| 1823.24000 1823.24| 1500.00000 1500.00 PIPE END SECTION, PRECAST CONCRETE, 36 | | | IN. | | | 0070 715-41055 86.000 LFT | 34.00000 2924.00| 33.55000 2885.30| 50.00000 4300.00 PIPE, REINFORCED CONCRETE, III, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-1385672 |( 3 ) 35-1151771 |HARCO ASPHALT PAVING INC. |FORCE CONSTRUCTION CO. INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-41065 355.000 LFT | 40.00000 14200.00| 37.25000 13223.75| 42.00000 14910.00 PIPE, REINFORCED CONCRETE, III, 24 IN. | | | 0072 715-41085 32.000 LFT | 56.00000 1792.00| 78.06000 2497.92| 135.00000 4320.00 PIPE, REINFORCED CONCRETE, III, 36 IN. | | | 0073 715-96389 10.000 EACH | 550.00000 5500.00| 823.70000 8237.00| 1000.00000 10000.00 PIPE END SECTION, PRECAST CONCRETE, 24 | | | IN. | | | 0074 720-44000 1.000 EACH | 250.00000 250.00| 386.51000 386.51| 450.00000 450.00 CASTING, ADJUST TO GRADE | | | 0075 720-45065 1.000 EACH | 2000.00000 2000.00| 2265.81000 2265.81| 3800.00000 3800.00 INLET, N12 | | | 0076 720-98174 3.000 EACH | 1675.00000 5025.00| 1778.00000 5334.00| 2300.00000 6900.00 INLET, B15 | | | 0077 720-98555 4.000 EACH | 1675.00000 6700.00| 1733.00000 6932.00| 2100.00000 8400.00 INLET, C15 | | | 0078 801-06775 LUMP | 49000.00000 49000.00| 30112.00000 30112.00| 24000.00000 24000.00 MAINTAINING TRAFFIC | | | 0079 802-03736 7.000 EACH | 100.00000 700.00| 95.00000 665.00| 95.00000 665.00 POST AND PANEL SIGN | | | 0080 802-04314 55.000 EACH | 950.00000 52250.00| 903.66000 49701.30| 903.66000 49701.30 SIGN , INFORMATION | | | 0081 802-04314 5.000 EACH | 352.00000 1760.00| 320.00000 1600.00| 320.00000 1600.00 SIGN , SINGLE PEDESTAL | | | 0082 802-76025 5.000 SFT | 126.50000 632.50| 115.00000 575.00| 115.00000 575.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 802-91122 1.000 EACH | 200.00000 200.00| 75.00000 75.00| 75.00000 75.00 SIGN, GROUND MOUNTED, RESET | | | 0084 808-03439 60.000 LFT | 5.00000 300.00| 6.00000 360.00| 6.00000 360.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0085 808-04767 1440.000 LFT | 20.00000 28800.00| 0.30000 432.00| 0.30000 432.00 LINE , PAINT, SOLID, BLUE, 4 IN., | | | HANDICAPPED | | | 0086 808-06703 1604.000 LFT | 45.00000 72180.00| 0.50000 802.00| 0.50000 802.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0087 808-06713 1400.000 LFT | 0.20000 280.00| 0.30000 420.00| 0.30000 420.00 LINE, PAINT, SOLID, WHITE, 4 IN. , | | | PARKING LOT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1341287 |( 2 ) 35-1385672 |( 3 ) 35-1151771 |HARCO ASPHALT PAVING INC. |FORCE CONSTRUCTION CO. INC. |CALUMET ASPHALT PAVING CO. IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 808-75245 802.000 LFT | 0.42000 336.84| 50.50000 40501.00| 0.50000 401.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0089 808-97222 7.000 EACH | 50.00000 350.00| 150.00000 1050.00| 150.00000 1050.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 1,407,597.34| $ 1,430,962.57| $ 1,473,209.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,407,597.34| $ 1,430,962.57| $ 1,473,209.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD 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 ENHANCEMENT, PEDESTRIAN/BIKE TRAIL | | | 0001 105-06845 LUMP | 29000.00000 29000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 2500.00000 37500.00| | 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 | 73765.58000 73765.58| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-01015 LUMP | 15000.00000 15000.00| | CLEARING AND GRUBBING | | | 0007 201-90788 LUMP | 8000.00000 8000.00| | DEBRIS, REMOVE | | | 0008 202-01667 117.000 EACH | 150.00000 17550.00| | SIGN AND SUPPORTS, WOOD POST, REMOVE | | | 0009 202-01874 2.000 EACH | 150.00000 300.00| | SHEET SIGN AND POST, REMOVE | | | 0010 202-02240 2140.000 SYS | 16.00000 34240.00| | PAVEMENT REMOVAL | | | 0011 202-02245 31.000 EACH | 210.00000 6510.00| | TREE, 6 IN., REMOVE | | | 0012 202-02255 11.000 EACH | 670.00000 7370.00| | TREE, 18 IN., REMOVE | | | 0013 202-02260 34.000 EACH | 1000.00000 34000.00| | TREE, 30 IN., REMOVE | | | 0014 202-02271 3.000 EACH | 160.00000 480.00| | HEADWALL, REMOVE | | | 0015 202-02274 650.000 LFT | 10.00000 6500.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0016 202-02278 535.000 LFT | 10.00000 5350.00| | CURB, CONCRETE, REMOVE | | | 0017 202-91010 4.000 EACH | 820.00000 3280.00| | TREE, 24 IN., REMOVE | | | 0018 202-91011 2.000 EACH | 1500.00000 3000.00| | TREE, 36 IN., REMOVE | | | 0019 202-91385 2.000 EACH | 260.00000 520.00| | INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 202-94747 1.000 EACH | 150.00000 150.00| | POST, REMOVE | | | 0021 202-96133 126.000 LFT | 23.00000 2898.00| | PIPE, REMOVE | | | 0022 203-02000 15000.000 CYS | 16.00000 240000.00| | EXCAVATION, COMMON | | | 0023 203-02376 LUMP | 17000.00000 17000.00| | EXCAVATION, COMMON, FOR DITCH GRADING | | | 0024 205-02459 LUMP | 35000.00000 35000.00| | EROSION CONTROL | | | 0025 205-06936 2.000 TON | 1000.00000 2000.00| | TEMPORARY SEDIMENT TRAP | | | 0026 210-06990 2.000 EACH | 9600.00000 19200.00| | LIMESTONE , CHESS TABLE | | | 0027 210-08404 2.000 EACH | 3600.00000 7200.00| | PIT , HORSESHOE | | | 0028 211-02050 4600.000 CYS | 20.00000 92000.00| | B BORROW | | | 0029 301-07448 4666.000 TON | 30.00000 139980.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 303-93714 4.000 EACH | 2900.00000 11600.00| | BOULDER , LIMESTONE | | | 0031 306-08033 2715.000 SYS | 2.00000 5430.00| | MILLING, ASPHALT, 1 IN. | | | 0032 401-07320 1023.000 TON | 64.00000 65472.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0033 401-07355 2045.000 TON | 44.00000 89980.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | | 0034 401-07406 90.000 TON | 60.00000 5400.00| | QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0035 402-05498 224.000 TON | 84.00000 18816.00| | HMA FOR PARKING AREA | | | 0036 601-90027 449.000 LFT | 27.00000 12123.00| | GUARD RAIL, WOOD BEAM | | | 0037 601-99105 770.000 LFT | 13.00000 10010.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0038 603-04099 12.000 EACH | 1500.00000 18000.00| | PIPE BOLLARD , COLLAPSIBLE | | | 0039 604-04439 256.000 SYS | 64.00000 16384.00| | TEXTURED CONCRETE PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 604-04785 2.000 EACH | 115000.00000 230000.00| | RAMP , BOAT | | | 0041 604-07894 146.000 SYS | 86.00000 12556.00| | CURB RAMP, CONCRETE, A | | | 0042 604-90256 506.000 SYS | 54.00000 27324.00| | SIDEWALK, CONCRETE, 6 IN. | | | 0043 604-91531 9.000 SYS | 64.00000 576.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0044 605-06120 775.000 LFT | 30.00000 23250.00| | CURB, CONCRETE | | | 0045 605-06140 2178.000 LFT | 20.00000 43560.00| | CURB AND GUTTER, CONCRETE | | | 0046 605-95486 146.000 LFT | 30.00000 4380.00| | CURB AND GUTTER, ROLLED, CONCRETE | | | 0047 607-06335 1159.000 LFT | 40.00000 46360.00| | PAVED SIDE DITCH, A | | | 0048 611-95023 1.000 EACH | 210.00000 210.00| | MAILBOX ASSEMBLY, RESET | | | 0049 615-06495 1.000 EACH | 210.00000 210.00| | RIGHT OF WAY MARKER, RESET | | | 0050 615-06496 13.000 EACH | 30.00000 390.00| | PARKING BARRIER | | | 0051 616-02305 63.000 CYS | 180.00000 11340.00| | GABIONS | | | 0052 616-06405 190.000 TON | 45.00000 8550.00| | RIPRAP, REVETMENT | | | 0053 621-04258 242.000 LBS | 2.30000 556.60| | SEED MIXTURE , A | | | 0054 621-04316 280.000 LFT | 0.76000 212.80| | SPADE EDGE | | | 0055 621-06545 1.000 TON | 370.00000 370.00| | FERTILIZER | | | 0056 621-06565 4.000 TON | 500.00000 2000.00| | MULCHING MATERIAL | | | 0057 621-06570 34.000 CYS | 100.00000 3400.00| | TOP SOIL | | | 0058 621-98038 15.000 CYS | 260.00000 3900.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0059 622-01937 231.000 EACH | 30.00000 6930.00| | PLANT , ORNAMENTAL GRASS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 622-05639 23.000 EACH | 67.00000 1541.00| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0061 622-05654 741.000 EACH | 16.00000 11856.00| | PLANT, PERENNIAL | | | 0062 702-76240 2.000 CYS | 475.00000 950.00| | CONCRETE PAD | | | 0063 704-04850 300.000 SYS | 64.00000 19200.00| | CONCRETE PAVING, SCORED | | | 0064 712-03812 10.000 EACH | 1500.00000 15000.00| | BENCH | | | 0065 715-01472 6.000 EACH | 640.00000 3840.00| | PIPE END SECTION, PRECAST CONCRETE, 18 | | | IN. | | | 0066 715-01662 30.000 LFT | 100.00000 3000.00| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0067 715-01765 29.000 EACH | 570.00000 16530.00| | PIPE END SECTION, PRECAST CONCRETE, 12 | | | IN. | | | 0068 715-04612 602.000 LFT | 40.00000 24080.00| | PIPE , REINFORCED CONCRETE, III, 12 IN. | | | 0069 715-04632 1.000 EACH | 1100.00000 1100.00| | PIPE END SECTION, PRECAST CONCRETE, 36 | | | IN. | | | 0070 715-41055 86.000 LFT | 50.00000 4300.00| | PIPE, REINFORCED CONCRETE, III, 18 IN. | | | 0071 715-41065 355.000 LFT | 60.00000 21300.00| | PIPE, REINFORCED CONCRETE, III, 24 IN. | | | 0072 715-41085 32.000 LFT | 80.00000 2560.00| | PIPE, REINFORCED CONCRETE, III, 36 IN. | | | 0073 715-96389 10.000 EACH | 710.00000 7100.00| | PIPE END SECTION, PRECAST CONCRETE, 24 | | | IN. | | | 0074 720-44000 1.000 EACH | 600.00000 600.00| | CASTING, ADJUST TO GRADE | | | 0075 720-45065 1.000 EACH | 3300.00000 3300.00| | INLET, N12 | | | 0076 720-98174 3.000 EACH | 2600.00000 7800.00| | INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 210 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,759,068.74 ROUTE : CALL ORDER : 210 CONTRACT ID : R -27904-A COUNTIES : MARION LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 720-98555 4.000 EACH | 2600.00000 10400.00| | INLET, C15 | | | 0078 801-06775 LUMP | 6500.00000 6500.00| | MAINTAINING TRAFFIC | | | 0079 802-03736 7.000 EACH | 100.00000 700.00| | POST AND PANEL SIGN | | | 0080 802-04314 55.000 EACH | 930.00000 51150.00| | SIGN , INFORMATION | | | 0081 802-04314 5.000 EACH | 330.00000 1650.00| | SIGN , SINGLE PEDESTAL | | | 0082 802-76025 5.000 SFT | 120.00000 600.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0083 802-91122 1.000 EACH | 77.00000 77.00| | SIGN, GROUND MOUNTED, RESET | | | 0084 808-03439 60.000 LFT | 10.00000 600.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0085 808-04767 1440.000 LFT | 0.41000 590.40| | LINE , PAINT, SOLID, BLUE, 4 IN., | | | HANDICAPPED | | | 0086 808-06703 1604.000 LFT | 0.57000 914.28| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0087 808-06713 1400.000 LFT | 0.41000 574.00| | LINE, PAINT, SOLID, WHITE, 4 IN. , | | | PARKING LOT | | | 0088 808-75245 802.000 LFT | 0.67000 537.34| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0089 808-97222 7.000 EACH | 52.00000 364.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 1,735,800.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,735,800.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR COMPANY $ 6,596,000.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 7,371,093.90 111.7510% 3 35-1139301 E & B PAVING, INC. $ 7,847,503.07 118.9737% ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, 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 | 224000.00000 224000.00| 100000.00000 100000.00| 410184.87000 410184.87 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1700.00000 30600.00| 2500.00000 45000.00| 1200.00000 21600.00 FIELD OFFICE, B | | | 0003 105-07577 18.000 MOS | 75.00000 1350.00| 150.00000 2700.00| 100.00000 1800.00 CELLULAR SERVICE WITH CELLULAR PHONE | | | 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 110-01001 LUMP | 325000.00000 325000.00| 370000.00000 370000.00| 392375.15000 392375.15 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 130000.00000 130000.00| 148000.00000 148000.00| 156950.06000 156950.06 CLEARING RIGHT OF WAY | | | 0008 202-02241 70.000 m | 8.00000 560.00| 7.50000 525.00| 45.00000 3150.00 GUARDRAIL, REMOVE | | | 0009 202-02279 700.000 m | 12.00000 8400.00| 10.00000 7000.00| 12.50000 8750.00 CURB AND GUTTER, REMOVE | | | 0010 202-02928 3.000 EACH | 350.00000 1050.00| 400.00000 1200.00| 700.00000 2100.00 CATCH BASIN, REMOVE , & PLUG PIPES | | | 0011 202-52710 1400.000 m2 | 5.00000 7000.00| 10.00000 14000.00| 9.25000 12950.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-91840 125.000 m | 5.00000 625.00| 12.00000 1500.00| 29.00000 3625.00 FENCE, CHAIN LINK, REMOVE | | | 0013 202-93047 2.000 EACH | 350.00000 700.00| 450.00000 900.00| 700.00000 1400.00 MANHOLE, REMOVE , & PLUG PIPES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-93763 2.000 EACH | 500.00000 1000.00| 485.00000 970.00| 225.00000 450.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0015 202-93995 13.000 EACH | 600.00000 7800.00| 350.00000 4550.00| 300.00000 3900.00 SIGNAL POLE FOUNDATION, REMOVE , B-BASE | | | 0016 202-93999 19.000 EACH | 90.00000 1710.00| 325.00000 6175.00| 300.00000 5700.00 SIGNAL POLE, REMOVE | | | 0017 202-94425 500.000 m2 | 20.00000 10000.00| 16.00000 8000.00| 12.00000 6000.00 APRON, REMOVE , CONCRETE | | | 0018 202-96022 4.000 EACH | 350.00000 1400.00| 674.00000 2696.00| 850.00000 3400.00 CONCRETE FOUNDATION, REMOVE | | | 0019 203-02000 24460.000 m3 | 20.00000 489200.00| 23.00000 562580.00| 22.00000 538120.00 EXCAVATION, COMMON | | | 0020 203-02100 506.000 m3 | 20.00000 10120.00| 75.00000 37950.00| 12.25000 6198.50 EXCAVATION, PEAT | | | 0021 205-06937 525.000 m | 4.50000 2362.50| 5.40000 2835.00| 5.40000 2835.00 TEMPORARY SILT FENCE , INLET PROTECTION | | | 0022 207-08268 30647.000 m2 | 13.00000 398411.00| 13.00000 398411.00| 23.00000 704881.00 SUBGRADE TREATMENT, TYPE IV | | | 0023 210-03825 1.000 EACH | 6000.00000 6000.00| 7500.00000 7500.00| 20000.00000 20000.00 SHELTER , BUS | | | 0024 210-06899 7.000 EACH | 3231.00000 22617.00| 3150.00000 22050.00| 3630.00000 25410.00 RADIO SPREAD SPECTRUM INTERCONNECT | | | SYSTEM | | | 0025 210-07248 1.000 EACH | 915.00000 915.00| 1180.00000 1180.00| 1100.00000 1100.00 CABLE , INTERFACE, WITH USER SOFTWARE | | | 0026 211-07454 1430.000 m3 | 17.50000 25025.00| 31.00000 44330.00| 12.50000 17875.00 STRUCTURE BACKFILL | | | 0027 301-07448 3966.000 Mg | 18.00000 71388.00| 24.00000 95184.00| 19.00000 75354.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0028 302-06464 6900.000 m3 | 38.00000 262200.00| 55.00000 379500.00| 45.00000 310500.00 SUBBASE FOR PCCP | | | 0029 304-07489 500.000 Mg | 70.00000 35000.00| 110.00000 55000.00| 60.00000 30000.00 HMA PATCHING, TYPE A | | | 0030 306-08036 700.000 m2 | 4.65000 3255.00| 20.00000 14000.00| 7.65000 5355.00 MILLING, ASPHALT, 50 mm | | | 0031 402-07434 90.000 Mg | 64.00000 5760.00| 112.00000 10080.00| 120.00000 10800.00 HMA SURFACE, TYPE C | | | 0032 402-07453 325.000 Mg | 70.00000 22750.00| 85.00000 27625.00| 70.00000 22750.00 HMA FOR TEMPORARY PAVEMENT WIDENING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 406-05520 2.000 Mg | 650.00000 1300.00| 250.00000 500.00| 600.00000 1200.00 ASPHALT FOR TACK COAT | | | 0034 501-06324 25700.000 m2 | 50.00000 1285000.00| 65.00000 1670500.00| 67.01000 1722157.00 QC/QA-PCCP, 325 mm | | | 0035 501-06727 LUMP | 25000.00000 25000.00| 5000.00000 5000.00| 2546.27000 2546.27 CORING, PCCP | | | 0036 503-05240 4800.000 m | 29.00000 139200.00| 38.00000 182400.00| 26.26000 126048.00 D-1 CONTRACTION JOINT | | | 0037 604-04806 616.000 m3 | 22.51000 13866.16| 20.00000 12320.00| 28.00000 17248.00 BEDDING , NO. 8, FOR PIPE | | | 0038 604-07894 78.000 m2 | 42.00000 3276.00| 110.00000 8580.00| 135.00000 10530.00 CURB RAMP, CONCRETE, A | | | 0039 604-07896 7.000 m2 | 42.00000 294.00| 172.00000 1204.00| 200.00000 1400.00 CURB RAMP, CONCRETE, B | | | 0040 604-07900 53.000 m2 | 42.00000 2226.00| 120.00000 6360.00| 240.00000 12720.00 CURB RAMP, CONCRETE, F | | | 0041 604-07901 454.000 m2 | 42.00000 19068.00| 105.00000 47670.00| 145.00000 65830.00 CURB RAMP. CONCRETE, G | | | 0042 604-07902 406.000 m2 | 42.00000 17052.00| 108.00000 43848.00| 250.00000 101500.00 CURB RAMP, CONCRETE, H | | | 0043 604-91404 5125.000 m2 | 42.00000 215250.00| 40.00000 205000.00| 27.59000 141398.75 SIDEWALK, CONCRETE, 125 mm | | | 0044 605-06090 200.000 m | 80.00000 16000.00| 50.00000 10000.00| 45.08000 9016.00 CURB, INTEGRAL, CONCRETE | | | 0045 605-06155 3447.000 m | 80.00000 275760.00| 52.00000 179244.00| 35.19000 121299.93 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0046 605-96305 700.000 m | 60.00000 42000.00| 65.00000 45500.00| 40.00000 28000.00 CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0047 611-94923 1153.000 m2 | 65.00000 74945.00| 59.00000 68027.00| 67.01000 77262.53 CEMENT CONCRETE PAVEMENT FOR APPROACHES | | | , 325mm | | | 0048 611-95728 3463.600 m2 | 55.00000 190498.00| 46.00000 159325.60| 52.00000 180107.20 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0049 621-06570 960.000 m3 | 21.00000 20160.00| 40.00000 38400.00| 25.00000 24000.00 TOP SOIL | | | 0050 621-06574 9600.000 m2 | 4.25000 40800.00| 3.54000 33984.00| 3.54000 33984.00 SODDING | | | 0051 702-90915 64.000 m3 | 600.00000 38400.00| 600.00000 38400.00| 700.00000 44800.00 CONCRETE, A , FOR RETAINING WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 703-01540 750.000 EACH | 11.26000 8445.00| 15.00000 11250.00| 27.56000 20670.00 THREADED TIE BAR ASSEMBLY | | | 0053 703-51030 2815.000 kg | 1.69000 4757.35| 1.75000 4926.25| 2.25000 6333.75 REINFORCING STEEL | | | 0054 703-51032 4420.000 kg | 2.90000 12818.00| 2.00000 8840.00| 2.40000 10608.00 REINFORCING STEEL, EPOXY COATED | | | 0056 715-05149 501.000 m | 90.00000 45090.00| 110.00000 55110.00| 300.00000 150300.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0057 715-05151 55.000 m | 105.00000 5775.00| 115.00000 6325.00| 350.00000 19250.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0058 715-05152 170.000 m | 130.00000 22100.00| 200.00000 34000.00| 425.00000 72250.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0059 715-05154 100.000 m | 160.00000 16000.00| 230.00000 23000.00| 450.00000 45000.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0060 715-05203 2920.000 m | 12.00000 35040.00| 12.50000 36500.00| 9.85000 28762.00 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0061 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0062 718-52610 1250.000 m3 | 27.00000 33750.00| 22.00000 27500.00| 47.00000 58750.00 AGGREGATE FOR UNDERDRAINS | | | 0063 718-99153 14500.000 m2 | 1.30000 18850.00| 1.00000 14500.00| 0.95000 13775.00 GEOTEXTILES FOR UNDERDRAIN | | | 0064 720-01894 2.000 EACH | 700.00000 1400.00| 550.00000 1100.00| 1250.00000 2500.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | TYPE 10 | | | 0065 720-01894 2.000 EACH | 700.00000 1400.00| 850.00000 1700.00| 1250.00000 2500.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | TYPE 13 | | | 0066 720-04666 30.000 EACH | 3000.00000 90000.00| 2600.00000 78000.00| 3500.00000 105000.00 CATCH BASIN , TYPE K15, MODIFIED | | | 0067 720-44000 54.000 EACH | 600.00000 32400.00| 250.00000 13500.00| 700.00000 37800.00 CASTING, ADJUST TO GRADE | | | 0068 720-45030 2.000 EACH | 1800.00000 3600.00| 1500.00000 3000.00| 3500.00000 7000.00 INLET, E7 | | | 0069 720-45045 6.000 EACH | 2000.00000 12000.00| 1500.00000 9000.00| 4200.00000 25200.00 INLET, J10 | | | 0070 720-45410 5.000 EACH | 3100.00000 15500.00| 2350.00000 11750.00| 4275.00000 21375.00 MANHOLE, C4 | | | 0071 720-98174 5.000 EACH | 2100.00000 10500.00| 2100.00000 10500.00| 4800.00000 24000.00 INLET, B15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 801-01504 2.000 EACH | 30.00000 60.00| 55.00000 110.00| 55.00000 110.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0073 801-01505 2.000 EACH | 35.00000 70.00| 60.00000 120.00| 60.00000 120.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0074 801-06207 11500.000 m | 2.55000 29325.00| 2.50000 28750.00| 2.46000 28290.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm TAPE | | | 0075 801-06216 110.000 m | 4.50000 495.00| 14.75000 1622.50| 14.76000 1623.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0076 801-06625 84.000 EACH | 95.00000 7980.00| 45.00000 3780.00| 45.00000 3780.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 55.000 EACH | 125.00000 6875.00| 148.00000 8140.00| 148.00000 8140.00 CONSTRUCTION SIGN, A | | | 0078 801-06710 1080.000 DAY | 15.00000 16200.00| 6.00000 6480.00| 6.00000 6480.00 FLASHING ARROW SIGN | | | 0079 801-06775 LUMP | 243805.16000 243805.16| 491626.75000 491626.75| 227500.00000 227500.00 MAINTAINING TRAFFIC | | | 0080 801-07119 130.000 m | 50.00000 6500.00| 16.00000 2080.00| 15.70000 2041.00 BARRICADE, III-B | | | 0081 801-53072 LUMP | 38000.00000 38000.00| 25000.00000 25000.00| 87500.00000 87500.00 TEMPORARY TRAFFIC SIGNAL , AT RIDGE RD. | | | 36TH AVE., & 37TH AVE. | | | 0082 802-05701 183.000 m | 47.92000 8769.36| 33.20000 6075.60| 36.08000 6602.64 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0083 802-07135 20.000 EACH | 1584.00000 31680.00| 1688.00000 33760.00| 1920.00000 38400.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, | | | IV , WITH REINF. STEEL & GROUNDING | | | 0084 802-07158 3.000 EACH | 5800.00000 17400.00| 3460.00000 10380.00| 4100.00000 12300.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0085 802-76025 38.000 m2 | 161.18000 6124.84| 143.00000 5434.00| 139.93000 5317.34 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 29.000 m2 | 218.92000 6348.68| 164.00000 4756.00| 138.32000 4011.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0087 802-76055 13.000 m | 15.20000 197.60| 18.00000 234.00| 65.60000 852.80 SIGN POST, A | | | 0088 802-76125 10.000 EACH | 6840.00000 68400.00| 7170.00000 71700.00| 7000.00000 70000.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | , 9.144m HEIGHT | | | 0089 802-76135 3.000 EACH | 8987.00000 26961.00| 10700.00000 32100.00| 9720.00000 29160.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM , 10.668m ARM LENGTH | | | 0090 802-97812 19.000 EACH | 95.00000 1805.00| 400.00000 7600.00| 165.00000 3135.00 STREET NAME IDENTIFICATION SIGN , 200mm | | | HEIGHT | | | 0091 805-01815 21.000 EACH | 1468.00000 30828.00| 1380.00000 28980.00| 1940.00000 40740.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | m , REINF. STEEL INCLUDED | | | 0092 805-01842 19.000 EACH | 673.00000 12787.00| 605.00000 11495.00| 500.00000 9500.00 HANDHOLE, SIGNAL | | | 0093 805-01844 2010.000 m | 36.82000 74008.20| 34.80000 69948.00| 32.08000 64480.80 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND , HEAVY WALL | | | 0094 805-01893 LUMP | 40780.00000 40780.00| 3500.00000 3500.00| 8800.00000 8800.00 MAINTAINING TRAFFIC SIGNAL | | | 0095 805-02087 LUMP | 750.15000 750.15| 1500.00000 1500.00| 4500.00000 4500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0096 805-02445 1.000 EACH | 4274.00000 4274.00| 6400.00000 6400.00| 6200.00000 6200.00 CONTROLLER CABINET, P1 , WITH BREAKERS, | | | DELAYS | | | 0097 805-02595 14.000 EACH | 85.00000 1190.00| 150.00000 2100.00| 145.00000 2030.00 CONTROLLER, RESET TIMING | | | 0098 805-03162 LUMP | 7740.00000 7740.00| 4000.00000 4000.00| 8800.00000 8800.00 TRAFFIC SIGNAL EQUIPMENT, REMOVAL, | | | STORAGE AND INSTALLATION | | | 0099 805-03979 14.000 EACH | 1158.00000 16212.00| 1189.00000 16646.00| 1155.00000 16170.00 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0100 805-03980 14.000 EACH | 108.00000 1512.00| 215.00000 3010.00| 200.00000 2800.00 EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0101 805-03983 7.000 EACH | 4633.00000 32431.00| 4130.00000 28910.00| 4440.00000 31080.00 PHASE SELECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0102 805-03985 800.000 m | 4.44000 3552.00| 3.00000 2400.00| 3.28000 2624.00 DETECTOR CABLE 3C 20GA. | | | 0103 805-04415 2.000 EACH | 191.00000 382.00| 285.00000 570.00| 220.00000 440.00 CONFIRMATION CARD | | | 0104 805-04989 7.000 EACH | 5137.00000 35959.00| 4513.00000 31591.00| 4860.00000 34020.00 POWER SUPPLY , UPS | | | 0105 805-06003 5.000 EACH | 548.00000 2740.00| 800.00000 4000.00| 600.00000 3000.00 WOOD POLE | | | 0106 805-06886 6.000 EACH | 34917.00000 209502.00| 31600.00000 189600.00| 34650.00000 207900.00 VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0107 805-06892 1145.000 m | 5.88000 6732.60| 5.85000 6698.25| 5.41000 6194.45 VIDEO SIGNAL CABLE , 6 PAIR 18 GA. | | | 0108 805-06894 20.000 EACH | 223.00000 4460.00| 285.00000 5700.00| 120.00000 2400.00 VIDEO CABLE JUNCTION BOX, INSTALL | | | 0109 805-08093 65.000 EACH | 1118.00000 72670.00| 1750.00000 113750.00| 985.00000 64025.00 POLE , ORNAMENTAL, WITH BANNER ARM, 4. | | | 267 EMH | | | 0110 805-78100 6.000 EACH | 10933.00000 65598.00| 10000.00000 60000.00| 10460.00000 62760.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0111 805-78106 1.000 EACH | 16609.00000 16609.00| 16843.00000 16843.00| 16000.00000 16000.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE , WITH SECONDARY | | | 0112 805-78215 41.000 EACH | 772.00000 31652.00| 750.00000 30750.00| 900.00000 36900.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER ARROW, GREEN ARROW | | | 0113 805-78230 10.000 EACH | 1266.00000 12660.00| 1100.00000 11000.00| 1320.00000 13200.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0114 805-78355 40.000 EACH | 875.00000 35000.00| 848.00000 33920.00| 900.00000 36000.00 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0115 805-78415 20.000 EACH | 1261.00000 25220.00| 1300.00000 26000.00| 1095.00000 21900.00 SPAN, CATENARY, AND TETHER | | | 0116 805-78420 20.000 EACH | 203.00000 4060.00| 207.00000 4140.00| 345.00000 6900.00 DISCONNECT HANGER | | | 0117 805-78445 5.000 EACH | 512.00000 2560.00| 500.00000 2500.00| 425.00000 2125.00 SIGNAL SERVICE | | | 0118 805-78465 125.000 m | 5.62000 702.50| 4.40000 550.00| 2.62000 327.50 SIGNAL CABLE, 2C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 805-78480 625.000 m | 3.10000 1937.50| 2.85000 1781.25| 2.30000 1437.50 SIGNAL CABLE, 3C 14GA. | | | 0120 805-78485 1350.000 m | 3.59000 4846.50| 3.10000 4185.00| 2.36000 3186.00 SIGNAL CABLE, 5C 14GA. | | | 0121 805-78490 595.000 m | 4.10000 2439.50| 3.30000 1963.50| 2.89000 1719.55 SIGNAL CABLE, 7C 14GA. | | | 0122 805-78510 1105.000 m | 2.95000 3259.75| 2.80000 3094.00| 2.69000 2972.45 SIGNAL CABLE, 2C 16GA., SHIELDED , | | | TWISTED | | | 0123 805-78925 7.000 EACH | 800.00000 5600.00| 605.00000 4235.00| 600.00000 4200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0124 805-80630 1.000 EACH | 2455.00000 2455.00| 2870.00000 2870.00| 3525.00000 3525.00 SIGNAL POLE, 9.2 m | | | 0125 805-81032 21.000 EACH | 3099.00000 65079.00| 2900.00000 60900.00| 3525.00000 74025.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0126 805-86838 840.000 m | 2.46000 2066.40| 8.80000 7392.00| 3.28000 2755.20 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0127 805-86920 88.000 EACH | 17.38000 1529.44| 13.00000 1144.00| 18.00000 1584.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0128 805-86925 88.000 EACH | 29.28000 2576.64| 21.00000 1848.00| 21.00000 1848.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0129 805-86930 255.000 EACH | 11.89000 3031.95| 11.00000 2805.00| 16.00000 4080.00 INSULATING LINK, NOT WATERPROOFED | | | 0130 805-90648 LUMP | 1624.00000 1624.00| 1500.00000 1500.00| 1600.00000 1600.00 EQUIPMENT, TEST AND MONITOR | | | 0131 805-90736 2.000 EACH | 316.00000 632.00| 337.00000 674.00| 420.00000 840.00 TELEPHONE MODEM | | | 0132 805-90738 1.000 EACH | 14168.00000 14168.00| 13200.00000 13200.00| 13520.00000 13520.00 PERSONAL COMPUTER MASTER MONITOR , | | | REMOTE MONITOR | | | 0133 805-91615 7.000 EACH | 2476.00000 17332.00| 620.00000 4340.00| 2800.00000 19600.00 EMERGENCY PRE-EMPTOR | | | 0134 805-96121 20.000 EACH | 102.00000 2040.00| 102.00000 2040.00| 85.00000 1700.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0135 805-98335 1050.000 m | 15.38000 16149.00| 13.25000 13912.50| 14.10000 14805.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0136 805-98336 590.000 m | 15.38000 9074.20| 13.25000 7817.50| 14.10000 8319.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0138 807-02191 8.000 EACH | 472.00000 3776.00| 510.00000 4080.00| 500.00000 4000.00 HANDHOLE, LIGHTING , LIGHTING | | | 0139 807-02428 23.000 EACH | 772.00000 17756.00| 605.00000 13915.00| 580.00000 13340.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2450 mm | | | 0140 807-02784 5.000 EACH | 720.00000 3600.00| 700.00000 3500.00| 870.00000 4350.00 LUMINAIRE MAST ARM, 6.1 m | | | 0141 807-02785 15.000 EACH | 866.00000 12990.00| 915.00000 13725.00| 1320.00000 19800.00 LUMINAIRE MAST ARM, 7.6 m | | | 0142 807-03051 1960.000 m | 1.64000 3214.40| 1.05000 2058.00| 2.30000 4508.00 LIGHT CABLE, 1C 10GA. | | | 0143 807-03950 65.000 EACH | 810.00000 52650.00| 1280.00000 83200.00| 775.00000 50375.00 LUMINAIRE, ORNAMENTAL , 150 WATT HPS | | | 0144 807-04651 265.000 m | 3.06000 810.90| 4.90000 1298.50| 4.26000 1128.90 WIRE , NO. 2, 1/C, IN CONDUIT | | | 0145 807-04651 840.000 m | 20.07000 16858.80| 14.20000 11928.00| 17.06000 14330.40 WIRE , NO. 2, 4 1/C, IN PVC DUCT, IN | | | CONDUIT | | | 0146 807-04651 2675.000 m | 20.22000 54088.50| 14.20000 37985.00| 17.06000 45635.50 WIRE , NO. 2, 4 1/C, IN PVC DUCT, IN | | | TRENCH | | | 0147 807-04779 65.000 EACH | 485.00000 31525.00| 480.00000 31200.00| 410.00000 26650.00 CONCRETE FOUNDATION WITH GROUNDING , | | | 600mm X 600 mm X 1800 mm, FOR | | | 0148 807-84752 23.000 EACH | 1259.00000 28957.00| 1600.00000 36800.00| 1285.00000 29555.00 LIGHT POLE, 12.2 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0149 807-86620 23.000 EACH | 234.00000 5382.00| 242.00000 5566.00| 305.00000 7015.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0150 807-86805 1.000 EACH | 1600.00000 1600.00| 1800.00000 1800.00| 2300.00000 2300.00 SERVICE POINT, I , LIGHTING | | | 0151 807-86910 88.000 EACH | 26.40000 2323.20| 26.00000 2288.00| 20.00000 1760.00 CONNECTOR KIT, UNFUSED | | | 0152 807-86915 88.000 EACH | 26.40000 2323.20| 25.50000 2244.00| 22.00000 1936.00 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0153 807-86950 88.000 EACH | 22.79000 2005.52| 34.00000 2992.00| 32.00000 2816.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0154 807-98690 3.000 EACH | 238.00000 714.00| 128.00000 384.00| 220.00000 660.00 HANDHOLE ADJUSTED TO GRADE | | | 0155 808-03002 775.000 m | 1.20000 930.00| 1.50000 1162.50| 1.63000 1263.25 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0156 808-03631 350.000 m | 1.25000 437.50| 1.50000 525.00| 1.63000 570.50 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0157 808-03632 3490.000 m | 1.20000 4188.00| 1.50000 5235.00| 1.63000 5688.70 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0158 808-04896 775.000 m | 1.20000 930.00| 1.50000 1162.50| 1.63000 1263.25 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0159 808-06701 400.000 m | 1.00000 400.00| 2.60000 1040.00| 3.05000 1220.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0160 808-06703 275.000 m | 1.00000 275.00| 2.60000 715.00| 3.05000 838.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0161 808-06716 7020.000 m | 1.00000 7020.00| 1.31000 9196.20| 1.31000 9196.20 LINE, REMOVE | | | 0162 808-07310 60.000 m | 14.50000 870.00| 13.75000 825.00| 4.89000 293.40 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0163 808-74805 210.000 m | 29.00000 6090.00| 29.60000 6216.00| 9.78000 2053.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0164 808-74807 23.000 EACH | 95.00000 2185.00| 212.00000 4876.00| 38.00000 874.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0165 808-74808 12.000 EACH | 110.00000 1320.00| 395.00000 4740.00| 46.00000 552.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0166 808-74809 1.000 EACH | 650.00000 650.00| 1190.00000 1190.00| 365.00000 365.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (R X R) | | | 0167 808-75240 170.000 m | 1.00000 170.00| 2.60000 442.00| 3.05000 518.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0168 808-75245 400.000 m | 1.00000 400.00| 2.60000 1040.00| 3.05000 1220.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 216 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,060,401.83 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27973-B COUNTIES : LAKE LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 36-2231526 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |WALSH CONSTR COMPANY |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0169 808-75297 15.000 m | 14.00000 210.00| 9.50000 142.50| 9.00000 135.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0170 808-94455 720.000 m | 7.25000 5220.00| 6.20000 4464.00| 2.44000 1756.80 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | SECTION TOTALS | $ 6,596,000.00| $ 7,371,093.90| $ 7,847,503.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,596,000.00| $ 7,371,093.90| $ 7,847,503.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 224 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,180.21 ROUTE : CALL ORDER : 224 CONTRACT ID : R -28058-B COUNTIES : POSEY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 236,321.72 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 257,144.00 108.8110% ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1009310 |( ) |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 | | | 0001 105-06845 LUMP | 10325.00000 10325.00| 15500.00000 15500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 1620.00000 9720.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 11810.00000 11810.00| 12900.00000 12900.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8000.00000 8000.00| 5200.00000 5200.00| CLEARING RIGHT OF WAY | | | 0007 202-02279 261.000 LFT | 8.00000 2088.00| 6.00000 1566.00| CURB AND GUTTER, REMOVE | | | 0008 202-52710 158.900 SYS | 13.00000 2065.70| 9.00000 1430.10| SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 695.000 CYS | 10.00000 6950.00| 14.40000 10008.00| EXCAVATION, COMMON | | | 0010 203-02020 34.000 CYS | 54.00000 1836.00| 14.70000 499.80| EXCAVATION, UNCLASSIFIED | | | 0011 203-02070 1471.000 CYS | 10.00000 14710.00| 16.10000 23683.10| BORROW | | | 0012 205-03371 40.000 CYS | 25.00000 1000.00| 1.00000 40.00| SEDIMENT, REMOVE | | | 0013 205-06932 36.000 LFT | 4.50000 162.00| 14.00000 504.00| TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 224 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,180.21 ROUTE : CALL ORDER : 224 CONTRACT ID : R -28058-B COUNTIES : POSEY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1009310 |( ) |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06933 1.000 EACH | 105.00000 105.00| 95.00000 95.00| TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 773.000 LFT | 1.50000 1159.50| 2.50000 1932.50| TEMPORARY SILT FENCE | | | 0016 207-08263 2071.500 SYS | 11.00000 22786.50| 9.60000 19886.40| SUBGRADE TREATMENT, TYPE IA | | | 0017 207-08265 633.300 SYS | 6.00000 3799.80| 7.60000 4813.08| SUBGRADE TREATMENT, TYPE IIA | | | 0018 210-07739 3.000 EACH | 70.00000 210.00| 80.00000 240.00| TEMPORARY CULVERT PIPE PROTECTION | | | 0019 210-07739 1.000 EACH | 205.00000 205.00| 65.00000 65.00| TEMPORARY CURB INLET PROTECTION | | | 0020 211-07454 128.100 CYS | 20.00000 2562.00| 26.00000 3330.60| STRUCTURE BACKFILL | | | 0021 301-07448 1156.800 TON | 19.50000 22557.60| 22.90000 26490.72| COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 303-07449 28.200 TON | 31.00000 874.20| 31.00000 874.20| COMPACTED AGGREGATE, NO. 73 | | | 0023 306-08043 305.000 SYS | 7.00000 2135.00| 10.40000 3172.00| MILLING, TRANSITION | | | 0024 402-07432 183.600 TON | 80.00000 14688.00| 67.20000 12337.92| HMA SURFACE, TYPE A | | | 0025 402-07435 635.800 TON | 50.00000 31790.00| 51.40000 32680.12| HMA INTERMEDIATE, TYPE A | | | 0026 402-07440 61.000 TON | 78.00000 4758.00| 71.40000 4355.40| HMA BASE. TYPE A | | | 0027 404-05511 579.790 SYS | 6.45000 3739.65| 5.00000 2898.95| SEAL COAT, 2 | | | 0028 406-05520 0.590 TON | 205.00000 120.95| 290.00000 171.10| ASPHALT FOR TACK COAT | | | 0029 604-06367 42.000 LFT | 3.30000 138.60| 7.60000 319.20| JOINT MATERIAL | | | 0030 604-91531 179.500 SYS | 36.00000 6462.00| 38.00000 6821.00| SIDEWALK, CONCRETE, 4 IN. | | | 0031 605-06140 270.000 LFT | 28.50000 7695.00| 20.50000 5535.00| CURB AND GUTTER, CONCRETE | | | 0032 610-07486 18.400 TON | 210.00000 3864.00| 104.00000 1913.60| HMA FOR APPROACHES, TYPE A | | | 0033 621-01004 2.000 EACH | 900.00000 1800.00| 550.00000 1100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 224 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,180.21 ROUTE : CALL ORDER : 224 CONTRACT ID : R -28058-B COUNTIES : POSEY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1009310 |( ) |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 621-06545 0.300 TON | 900.00000 270.00| 610.00000 183.00| FERTILIZER | | | 0035 621-06554 91.500 LBS | 5.00000 457.50| 5.10000 466.65| SEED MIXTURE, U | | | 0036 621-06557 91.500 LBS | 3.55000 324.83| 5.50000 503.25| SEED MIXTURE, T | | | 0037 621-06565 0.420 TON | 650.00000 273.00| 580.00000 243.60| MULCHING MATERIAL | | | 0038 621-06567 0.100 MG | 100.00000 10.00| 5.00000 0.50| WATER | | | 0039 621-06575 24.600 SYS | 45.00000 1107.00| 5.20000 127.92| SODDING, NURSERY | | | 0040 715-05149 136.000 LFT | 34.00000 4624.00| 33.00000 4488.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0041 715-05156 166.000 LFT | 51.00000 8466.00| 62.00000 10292.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0042 715-46000 1.000 EACH | 600.00000 600.00| 415.00000 415.00| PIPE END SECTION, 12 IN. | | | 0043 715-46030 3.000 EACH | 825.00000 2475.00| 1010.00000 3030.00| PIPE END SECTION, 30 IN. | | | 0044 720-45045 1.000 EACH | 2500.00000 2500.00| 2430.00000 2430.00| INLET, J10 | | | 0045 720-45270 1.000 EACH | 2050.00000 2050.00| 1845.00000 1845.00| PIPE CATCH BASIN, 18 IN. | | | 0046 720-45415 1.000 EACH | 3300.00000 3300.00| 3280.00000 3280.00| MANHOLE, D4 | | | 0047 801-04308 6.000 EACH | 180.00000 1080.00| 415.00000 2490.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06640 14.000 EACH | 107.00000 1498.00| 126.00000 1764.00| CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP | 1395.00000 1395.00| 7600.00000 7600.00| MAINTAINING TRAFFIC | | | 0050 801-07118 72.000 LFT | 7.00000 504.00| 22.00000 1584.00| BARRICADE, III-A | | | 0051 801-07119 36.000 LFT | 9.00000 324.00| 27.00000 972.00| BARRICADE, III-B | | | 0052 802-05701 126.740 LFT | 14.00000 1774.36| 11.00000 1394.14| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 224 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 231,180.21 ROUTE : CALL ORDER : 224 CONTRACT ID : R -28058-B COUNTIES : POSEY LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1009310 |( ) |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 802-76025 36.250 SFT | 16.50000 598.13| 19.00000 688.75| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0054 802-76035 40.600 SFT | 21.00000 852.60| 21.00000 852.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0055 808-04298 2.000 EACH | 420.00000 840.00| 325.00000 650.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0056 808-06703 1639.000 LFT | 0.40000 655.60| 0.40000 655.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0057 808-75245 1878.000 LFT | 0.40000 751.20| 0.40000 751.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75297 32.000 LFT | 6.00000 192.00| 11.00000 352.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 236,321.72| $ 257,144.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 236,321.72| $ 257,144.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 226 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 76,675.00 ROUTE : SR 2 CALL ORDER : 226 CONTRACT ID : R -28063-C COUNTIES : PORTER LETTING DATE : 05/25/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 78,600.00 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 79,500.00 101.1450% ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1106884 |( ) |YARDBERRY LANDSCAPE |ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 77500.00000 77500.00| 77700.00000 77700.00| HOUSES AND BUILDINGS, REMOVE | | | 0002 205-06937 200.000 LFT | 4.00000 800.00| 3.00000 600.00| TEMPORARY SILT FENCE | | | 0003 621-06559 150.000 SYS | 2.00000 300.00| 8.00000 1200.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 78,600.00| $ 79,500.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 78,600.00| $ 79,500.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/20/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,963,417.57 100.0000% 2 35-1374866 PRIMCO, INC. $ 2,122,569.76 108.1059% 3 35-1139301 E & B PAVING, INC. $ 2,143,798.80 109.1871% 4 35-0997978 PHEND & BROWN, INC. $ 2,146,246.95 109.3118% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. |E & B PAVING, 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 | 15000.00000 15000.00| 45065.91000 45065.91| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1355.00000 16260.00| 1655.00000 19860.00| 1427.00000 17124.00 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 108-01614 LUMP | 7500.00000 7500.00| 6100.00000 6100.00| 6100.00000 6100.00 PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 98000.00000 98000.00| 106628.49000 106628.49| 106500.00000 106500.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 39000.00000 39000.00| 42651.40000 42651.40| 42000.00000 42000.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 7068.000 m3 | 10.50000 74214.00| 21.38000 151113.84| 14.90000 105313.20 EXCAVATION, COMMON | | | 0009 205-06931 19.000 Mg | 30.00000 570.00| 28.23000 536.37| 32.36000 614.84 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 5.000 EACH | 55.00000 275.00| 204.60000 1023.00| 55.00000 275.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 849.000 m | 4.34000 3684.66| 6.10000 5178.90| 4.34000 3684.66 TEMPORARY SILT FENCE | | | 0012 207-08268 16888.000 m2 | 10.00000 168880.00| 13.61000 229845.68| 11.50000 194212.00 SUBGRADE TREATMENT, TYPE IV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 211-07454 4261.000 m3 | 26.00000 110786.00| 26.55000 113129.55| 27.00000 115047.00 STRUCTURE BACKFILL | | | 0014 301-07448 544.000 Mg | 16.00000 8704.00| 25.81000 14040.64| 20.00000 10880.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-07449 89.000 Mg | 20.00000 1780.00| 17.66000 1571.74| 20.00000 1780.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 303-60012 23.000 Mg | 20.00000 460.00| 19.42000 446.66| 22.54000 518.42 AGGREGATE, 2 | | | 0017 306-08034 76.000 m2 | 25.00000 1900.00| 16.42000 1247.92| 15.00000 1140.00 MILLING, ASPHALT, 38 mm | | | 0018 401-07321 1213.000 Mg | 40.00000 48520.00| 35.75000 43364.75| 45.00000 54585.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07390 2009.000 Mg | 30.00000 60270.00| 28.00000 56252.00| 35.00000 70315.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0020 401-07423 6321.000 Mg | 30.00000 189630.00| 27.00000 170667.00| 30.00000 189630.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0021 401-08333 3157.000 Mg | 33.00000 104181.00| 29.00000 91553.00| 30.00000 94710.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0022 406-05520 15.000 Mg | 200.00000 3000.00| 200.00000 3000.00| 1.00000 15.00 ASPHALT FOR TACK COAT | | | 0023 604-07901 13.000 m2 | 100.00000 1300.00| 70.00000 910.00| 184.00000 2392.00 CURB RAMP. CONCRETE, G | | | 0024 604-07902 398.000 m2 | 100.00000 39800.00| 70.00000 27860.00| 180.00000 71640.00 CURB RAMP, CONCRETE, H | | | 0025 604-91531 1801.000 m2 | 30.00000 54030.00| 38.00000 68438.00| 30.00000 54030.00 SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06121 22.000 m | 50.00000 1100.00| 50.00000 1100.00| 77.00000 1694.00 CURB, CONCRETE, B | | | 0027 605-06140 2449.000 m | 30.00000 73470.00| 39.00000 95511.00| 40.00000 97960.00 CURB AND GUTTER, CONCRETE | | | 0028 605-94811 3.000 EACH | 250.00000 750.00| 275.00000 825.00| 1210.00000 3630.00 CURB TURNOUT | | | 0029 610-07486 203.000 Mg | 50.00000 10150.00| 50.00000 10150.00| 80.00000 16240.00 HMA FOR APPROACHES, TYPE A | | | 0030 611-05330 1684.000 m2 | 50.00000 84200.00| 40.00000 67360.00| 50.00000 84200.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 611-06497 34.000 EACH | 125.00000 4250.00| 114.50000 3893.00| 125.00000 4250.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 611-06498 3.000 EACH | 175.00000 525.00| 130.00000 390.00| 175.00000 525.00 MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06505 7.000 EACH | 400.00000 2800.00| 425.00000 2975.00| 400.00000 2800.00 MONUMENT, B | | | 0034 615-06527 2.000 EACH | 300.00000 600.00| 325.00000 650.00| 300.00000 600.00 MONUMENT, SECTION CORNER | | | 0035 616-02320 40.000 m2 | 2.50000 100.00| 4.24000 169.60| 4.06000 162.40 GEOTEXTILES | | | 0036 616-06405 36.000 Mg | 40.00000 1440.00| 22.73000 818.28| 28.19000 1014.84 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 5.000 Mg | 995.00000 4975.00| 995.00000 4975.00| 995.00000 4975.00 FERTILIZER | | | 0039 621-06553 78.000 kg | 13.54000 1056.12| 13.54000 1056.12| 13.54000 1056.12 SEED MIXTURE, R | | | 0040 621-06565 2.000 Mg | 971.00000 1942.00| 971.00000 1942.00| 971.00000 1942.00 MULCHING MATERIAL | | | 0041 621-06575 10528.000 m2 | 3.24000 34110.72| 3.24000 34110.72| 3.24000 34110.72 SODDING, NURSERY | | | 0043 714-93978 34.000 m | 900.00000 30600.00| 748.88000 25461.92| 1200.00000 40800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0044 715-05048 3190.000 m | 20.00000 63800.00| 15.31000 48838.90| 8.05000 25679.50 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05049 10.000 m | 25.00000 250.00| 52.20000 522.00| 45.31000 453.10 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0046 715-05151 503.000 m | 125.00000 62875.00| 119.60000 60158.80| 100.00000 50300.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05152 259.000 m | 125.00000 32375.00| 206.96000 53602.64| 80.00000 20720.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0048 715-05153 101.000 m | 135.00000 13635.00| 219.58000 22177.58| 120.00000 12120.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0049 715-05154 673.000 m | 150.00000 100950.00| 179.53000 120823.69| 100.00000 67300.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0050 715-05155 684.000 m | 225.00000 153900.00| 187.22000 128058.48| 200.00000 136800.00 PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0051 715-05169 19.000 m | 100.00000 1900.00| 99.47000 1889.93| 95.43000 1813.17 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 715-05203 10.000 m | 90.00000 900.00| 80.10000 801.00| 56.49000 564.90 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0053 715-05208 10.000 m | 100.00000 1000.00| 129.00000 1290.00| 98.96000 989.60 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0054 715-05209 10.000 m | 110.00000 1100.00| 136.70000 1367.00| 128.77000 1287.70 PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0055 715-05711 70.000 m | 90.00000 6300.00| 147.86000 10350.20| 113.55000 7948.50 PIPE, SANITARY SEWER, 150 mm , REPAIR | | | 0056 715-06814 60.000 m | 80.00000 4800.00| 144.11000 8646.60| 104.44000 6266.40 PIPE, SANITARY SEWER, 100 mm , REPAIR | | | 0057 715-46005 5.000 EACH | 300.00000 1500.00| 155.00000 775.00| 200.00000 1000.00 PIPE END SECTION, 375 mm | | | 0058 715-46040 2.000 EACH | 275.00000 550.00| 585.00000 1170.00| 200.00000 400.00 PIPE END SECTION, 900 mm | | | 0059 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0060 718-52610 670.000 m3 | 20.00000 13400.00| 33.42000 22391.40| 34.45000 23081.50 AGGREGATE FOR UNDERDRAINS | | | 0061 720-01987 2.000 EACH | 2000.00000 4000.00| 1750.00000 3500.00| 2155.06000 4310.12 CATCH BASIN, A10 | | | 0062 720-44000 6.000 EACH | 200.00000 1200.00| 175.00000 1050.00| 272.45000 1634.70 CASTING, ADJUST TO GRADE | | | 0063 720-44296 7.000 EACH | 550.00000 3850.00| 200.00000 1400.00| 272.45000 1907.15 CAP INLET | | | 0064 720-45030 3.000 EACH | 1250.00000 3750.00| 1050.00000 3150.00| 1470.63000 4411.89 INLET, E7 | | | 0065 720-45035 2.000 EACH | 1250.00000 2500.00| 1025.00000 2050.00| 1470.63000 2941.26 INLET, F7 | | | 0066 720-45075 1.000 EACH | 1500.00000 1500.00| 1450.00000 1450.00| 1853.24000 1853.24 INLET, R13 | | | 0067 720-45410 18.000 EACH | 2000.00000 36000.00| 1525.00000 27450.00| 2544.99000 45809.82 MANHOLE, C4 | | | 0068 720-91973 8.000 EACH | 2500.00000 20000.00| 2600.00000 20800.00| 3407.66000 27261.28 MANHOLE, H4 | | | 0069 720-95422 1.000 EACH | 2500.00000 2500.00| 2600.00000 2600.00| 3069.01000 3069.01 MANHOLE, J4 | | | 0070 720-98174 36.000 EACH | 2000.00000 72000.00| 1800.00000 64800.00| 2370.13000 85324.68 INLET, B15 | | | 0071 720-98555 3.000 EACH | 2000.00000 6000.00| 1850.00000 5550.00| 2370.13000 7110.39 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 720-98625 2.000 EACH | 2500.00000 5000.00| 1745.00000 3490.00| 3062.45000 6124.90 MANHOLE, C4, DROP | | | 0073 721-43025 1.000 EACH | 1500.00000 1500.00| 1780.00000 1780.00| 1589.84000 1589.84 AUTOMATIC DRAINAGE GATE, 675 mm | | | 0074 732-07653 23.000 Mg | 30.00000 690.00| 15.00000 345.00| 24.11000 554.53 COARSE AGGREGATE, NO. 8 | | | 0075 801-04308 4.000 EACH | 120.00000 480.00| 235.00000 940.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 16.000 EACH | 110.00000 1760.00| 57.00000 912.00| 75.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 9.000 EACH | 120.00000 1080.00| 200.00000 1800.00| 198.00000 1782.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 5.000 EACH | 100.00000 500.00| 1.00000 5.00| 48.00000 240.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP | 12315.00000 12315.00| 16391.00000 16391.00| 80300.00000 80300.00 MAINTAINING TRAFFIC | | | 0080 801-07119 83.000 m | 42.15000 3498.45| 15.75000 1307.25| 40.00000 3320.00 BARRICADE, III-B | | | 0081 802-05701 64.000 m | 33.00000 2112.00| 33.00000 2112.00| 48.00000 3072.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-05702 25.000 m | 30.00000 750.00| 30.00000 750.00| 40.00000 1000.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0083 802-07127 4.000 m2 | 200.00000 800.00| 200.00000 800.00| 280.00000 1120.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.54 mm | | | 0084 802-76025 10.000 m2 | 120.00000 1200.00| 120.00000 1200.00| 180.00000 1800.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0085 802-76035 6.000 m2 | 130.00000 780.00| 130.00000 780.00| 210.00000 1260.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0086 802-76045 2.000 m2 | 150.00000 300.00| 150.00000 300.00| 250.00000 500.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0087 805-02328 22.000 m | 1.50000 33.00| 1.50000 33.00| 10.00000 220.00 SIGNAL CABLE, 1C 14GA. | | | 0088 805-06592 3.000 m | 40.00000 120.00| 40.00000 120.00| 65.00000 195.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1374866 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |PRIMCO, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 805-78746 5.000 m | 100.00000 500.00| 100.00000 500.00| 100.00000 500.00 PREFORMED LOOP DETECTORS | | | 0090 805-78785 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 800.00000 800.00 SIGNAL DETECTOR HOUSING | | | 0091 808-06703 353.000 m | 1.50000 529.50| 1.60000 564.80| 1.50000 529.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0092 808-75240 281.000 m | 1.75000 491.75| 1.60000 449.60| 1.50000 421.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0093 808-75245 1250.000 m | 1.55000 1937.50| 1.60000 2000.00| 1.50000 1875.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 808-75297 39.000 m | 8.33000 324.87| 6.60000 257.40| 13.50000 526.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0095 808-75320 5.000 EACH | 45.00000 225.00| 85.00000 425.00| 60.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 5.000 EACH | 88.00000 440.00| 134.00000 670.00| 87.00000 435.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 723-06660 12.000 m2 | 750.00000 9000.00| 950.00000 11400.00| 683.91000 8206.92 WINGWALL | | | SECTION TOTALS | $ 1,963,417.57| $ 2,122,569.76| $ 2,143,798.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,963,417.57| $ 2,122,569.76| $ 2,143,798.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, 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 | 42000.00000 42000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1600.00000 19200.00| | 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 108-01614 LUMP | 6500.00000 6500.00| | PARTNERING OVERHEAD | | | 0006 110-01001 LUMP | 106600.00000 106600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 42500.00000 42500.00| | CLEARING RIGHT OF WAY | | | 0008 203-02000 7068.000 m3 | 15.00000 106020.00| | EXCAVATION, COMMON | | | 0009 205-06931 19.000 Mg | 28.00000 532.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 5.000 EACH | 55.00000 275.00| | TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 849.000 m | 4.34000 3684.66| | TEMPORARY SILT FENCE | | | 0012 207-08268 16888.000 m2 | 10.65000 179857.20| | SUBGRADE TREATMENT, TYPE IV | | | 0013 211-07454 4261.000 m3 | 17.50000 74567.50| | STRUCTURE BACKFILL | | | 0014 301-07448 544.000 Mg | 33.00000 17952.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 303-07449 89.000 Mg | 33.00000 2937.00| | COMPACTED AGGREGATE, NO. 73 | | | 0016 303-60012 23.000 Mg | 20.00000 460.00| | AGGREGATE, 2 | | | 0017 306-08034 76.000 m2 | 12.00000 912.00| | MILLING, ASPHALT, 38 mm | | | 0018 401-07321 1213.000 Mg | 45.00000 54585.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07390 2009.000 Mg | 35.00000 70315.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07423 6321.000 Mg | 30.00000 189630.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0021 401-08333 3157.000 Mg | 30.00000 94710.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0022 406-05520 15.000 Mg | 1.00000 15.00| | ASPHALT FOR TACK COAT | | | 0023 604-07901 13.000 m2 | 138.00000 1794.00| | CURB RAMP. CONCRETE, G | | | 0024 604-07902 398.000 m2 | 138.00000 54924.00| | CURB RAMP, CONCRETE, H | | | 0025 604-91531 1801.000 m2 | 23.20000 41783.20| | SIDEWALK, CONCRETE, 100 mm | | | 0026 605-06121 22.000 m | 100.00000 2200.00| | CURB, CONCRETE, B | | | 0027 605-06140 2449.000 m | 31.20000 76408.80| | CURB AND GUTTER, CONCRETE | | | 0028 605-94811 3.000 EACH | 500.00000 1500.00| | CURB TURNOUT | | | 0029 610-07486 203.000 Mg | 80.00000 16240.00| | HMA FOR APPROACHES, TYPE A | | | 0030 611-05330 1684.000 m2 | 38.50000 64834.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 611-06497 34.000 EACH | 125.00000 4250.00| | MAILBOX ASSEMBLY, SINGLE | | | 0032 611-06498 3.000 EACH | 175.00000 525.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0033 615-06505 7.000 EACH | 400.00000 2800.00| | MONUMENT, B | | | 0034 615-06527 2.000 EACH | 300.00000 600.00| | MONUMENT, SECTION CORNER | | | 0035 616-02320 40.000 m2 | 2.00000 80.00| | GEOTEXTILES | | | 0036 616-06405 36.000 Mg | 30.00000 1080.00| | RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH | 550.00000 1100.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06545 5.000 Mg | 995.00000 4975.00| | FERTILIZER | | | 0039 621-06553 78.000 kg | 13.54000 1056.12| | SEED MIXTURE, R | | | 0040 621-06565 2.000 Mg | 971.00000 1942.00| | MULCHING MATERIAL | | | 0041 621-06575 10528.000 m2 | 3.24000 34110.72| | SODDING, NURSERY | | | 0043 714-93978 34.000 m | 745.00000 25330.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0044 715-05048 3190.000 m | 13.00000 41470.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05049 10.000 m | 48.00000 480.00| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0046 715-05151 503.000 m | 110.00000 55330.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0047 715-05152 259.000 m | 162.00000 41958.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0048 715-05153 101.000 m | 198.00000 19998.00| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0049 715-05154 673.000 m | 205.00000 137965.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0050 715-05155 684.000 m | 230.00000 157320.00| | PIPE, TYPE 2, CIRCULAR, 675 mm | | | 0051 715-05169 19.000 m | 69.00000 1311.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0052 715-05203 10.000 m | 40.00000 400.00| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0053 715-05208 10.000 m | 165.00000 1650.00| | PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0054 715-05209 10.000 m | 225.00000 2250.00| | PIPE, TYPE 4, CIRCULAR, 450 mm | | | 0055 715-05711 70.000 m | 120.00000 8400.00| | PIPE, SANITARY SEWER, 150 mm , REPAIR | | | 0056 715-06814 60.000 m | 118.00000 7080.00| | PIPE, SANITARY SEWER, 100 mm , REPAIR | | | 0057 715-46005 5.000 EACH | 300.00000 1500.00| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-46040 2.000 EACH | 620.00000 1240.00| | PIPE END SECTION, 900 mm | | | 0059 718-06532 1000.000 m | 3.00000 3000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0060 718-52610 670.000 m3 | 21.00000 14070.00| | AGGREGATE FOR UNDERDRAINS | | | 0061 720-01987 2.000 EACH | 2500.00000 5000.00| | CATCH BASIN, A10 | | | 0062 720-44000 6.000 EACH | 400.00000 2400.00| | CASTING, ADJUST TO GRADE | | | 0063 720-44296 7.000 EACH | 250.00000 1750.00| | CAP INLET | | | 0064 720-45030 3.000 EACH | 900.00000 2700.00| | INLET, E7 | | | 0065 720-45035 2.000 EACH | 900.00000 1800.00| | INLET, F7 | | | 0066 720-45075 1.000 EACH | 1800.00000 1800.00| | INLET, R13 | | | 0067 720-45410 18.000 EACH | 2725.00000 49050.00| | MANHOLE, C4 | | | 0068 720-91973 8.000 EACH | 3700.00000 29600.00| | MANHOLE, H4 | | | 0069 720-95422 1.000 EACH | 4600.00000 4600.00| | MANHOLE, J4 | | | 0070 720-98174 36.000 EACH | 2100.00000 75600.00| | INLET, B15 | | | 0071 720-98555 3.000 EACH | 2100.00000 6300.00| | INLET, C15 | | | 0072 720-98625 2.000 EACH | 3100.00000 6200.00| | MANHOLE, C4, DROP | | | 0073 721-43025 1.000 EACH | 2000.00000 2000.00| | AUTOMATIC DRAINAGE GATE, 675 mm | | | 0074 732-07653 23.000 Mg | 20.00000 460.00| | COARSE AGGREGATE, NO. 8 | | | 0075 801-04308 4.000 EACH | 235.00000 940.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 16.000 EACH | 57.00000 912.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 9.000 EACH | 200.00000 1800.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 801-06645 5.000 EACH | 1.00000 5.00| | CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP | 80000.00000 80000.00| | MAINTAINING TRAFFIC | | | 0080 801-07119 83.000 m | 15.75000 1307.25| | BARRICADE, III-B | | | 0081 802-05701 64.000 m | 48.00000 3072.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-05702 25.000 m | 40.00000 1000.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0083 802-07127 4.000 m2 | 280.00000 1120.00| | SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.54 mm | | | 0084 802-76025 10.000 m2 | 180.00000 1800.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0085 802-76035 6.000 m2 | 210.00000 1260.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0086 802-76045 2.000 m2 | 250.00000 500.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0087 805-02328 22.000 m | 10.00000 220.00| | SIGNAL CABLE, 1C 14GA. | | | 0088 805-06592 3.000 m | 100.00000 300.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0089 805-78746 5.000 m | 100.00000 500.00| | PREFORMED LOOP DETECTORS | | | 0090 805-78785 1.000 EACH | 800.00000 800.00| | SIGNAL DETECTOR HOUSING | | | 0091 808-06703 353.000 m | 1.25000 441.25| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0092 808-75240 281.000 m | 1.25000 351.25| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0093 808-75245 1250.000 m | 1.25000 1562.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 230 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,486,708.40 ROUTE : DUSTMAN ROAD CALL ORDER : 230 CONTRACT ID : R -28072-A COUNTIES : WELLS LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( ) |( ) |PHEND & BROWN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 808-75297 39.000 m | 13.50000 526.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0095 808-75320 5.000 EACH | 50.00000 250.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0096 808-75325 5.000 EACH | 70.00000 350.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0097 723-06660 12.000 m2 | 980.00000 11760.00| | WINGWALL | | | SECTION TOTALS | $ 2,146,246.95| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,146,246.95| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/16/06 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. $ 4,078,218.30 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 4,339,169.75 106.3987% 3 35-1357381 O`MARA, DAVE CONTRACTOR $ 4,412,773.17 108.2035% 4 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 4,950,530.03 121.3895% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 5,094,000.00 124.9075% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 | | | 0001 105-06845 LUMP | 56000.00000 56000.00| 77000.00000 77000.00| 56000.00000 56000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1300.00000 19500.00| 1500.00000 22500.00| 1450.00000 21750.00 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 | 180000.00000 180000.00| 220000.00000 220000.00| 200000.00000 200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 68000.00000 68000.00| 85000.00000 85000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 43711.000 CYS | 6.95000 303791.45| 7.50000 327832.50| 7.25000 316904.75 EXCAVATION, COMMON | | | 0008 203-02070 40102.000 CYS | 3.75000 150382.50| 3.00000 120306.00| 8.25000 330841.50 BORROW | | | 0009 205-06931 139.000 TON | 42.00000 5838.00| 30.00000 4170.00| 40.00000 5560.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 1100.000 LFT | 1.28000 1408.00| 1.50000 1650.00| 1.70000 1870.00 TEMPORARY SILT FENCE ,PERIMETER | | | PROTECTION | | | 0011 207-08268 41325.000 SYS | 7.10000 293407.50| 4.50000 185962.50| 7.75000 320268.75 SUBGRADE TREATMENT, TYPE IV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 211-07454 8241.000 CYS | 14.75000 121554.75| 20.00000 164820.00| 21.00000 173061.00 STRUCTURE BACKFILL | | | 0013 303-01180 2366.000 TON | 14.25000 33715.50| 20.00000 47320.00| 13.00000 30758.00 COMPACTED AGGREGATE, NO. 53 | | | 0014 303-07449 12.000 TON | 75.00000 900.00| 30.00000 360.00| 21.25000 255.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 306-08032 393.000 SYS | 7.00000 2751.00| 9.00000 3537.00| 11.00000 4323.00 MILLING, TRANSITION | | | 0016 401-07327 2322.000 TON | 42.50000 98685.00| 47.00000 109134.00| 38.50000 89397.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0017 401-07397 3842.000 TON | 35.75000 137351.50| 39.00000 149838.00| 35.50000 136391.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0018 401-07423 11105.000 TON | 33.50000 372017.50| 37.00000 410885.00| 31.40000 348697.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0019 401-08333 5464.000 TON | 38.00000 207632.00| 42.00000 229488.00| 33.60000 183590.40 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0020 406-05520 31.000 TON | 175.00000 5425.00| 190.00000 5890.00| 115.00000 3565.00 ASPHALT FOR TACK COAT | | | 0021 603-01932 112.000 LFT | 49.00000 5488.00| 53.00000 5936.00| 50.50000 5656.00 FENCE, CHAIN LINK, 96 IN. | | | 0022 603-02009 2.000 EACH | 2900.00000 5800.00| 3100.00000 6200.00| 2950.00000 5900.00 FENCE GATE, CHAIN LINK, 96 IN. X 20 FT. | | | 0023 603-06040 660.000 LFT | 7.55000 4983.00| 8.00000 5280.00| 7.75000 5115.00 FENCE, FARM FIELD, 47 IN. | | | 0024 604-05528 668.000 TON | 43.50000 29058.00| 48.00000 32064.00| 37.50000 25050.00 SIDEWALK, HMA | | | 0025 604-07896 56.000 SYS | 133.00000 7448.00| 125.00000 7000.00| 145.00000 8120.00 CURB RAMP, CONCRETE, B | | | 0026 604-07901 60.000 SYS | 133.00000 7980.00| 125.00000 7500.00| 145.00000 8700.00 CURB RAMP, CONCRETE, G | | | 0027 604-91531 3204.000 SYS | 26.15000 83784.60| 28.00000 89712.00| 31.25000 100125.00 SIDEWALK, CONCRETE, 4 IN. | | | 0028 605-04510 55.000 LFT | 25.00000 1375.00| 11.00000 605.00| 15.00000 825.00 LIP GUTTER | | | 0029 605-06120 6880.000 LFT | 9.50000 65360.00| 9.00000 61920.00| 12.00000 82560.00 CURB, CONCRETE | | | 0030 605-06140 12736.000 LFT | 12.50000 159200.00| 11.00000 140096.00| 12.00000 152832.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 605-06255 286.000 SYS | 80.60000 23051.60| 50.00000 14300.00| 83.00000 23738.00 CENTER CURB, D, CONCRETE | | | 0032 605-97937 49.000 LFT | 27.50000 1347.50| 8.00000 392.00| 21.25000 1041.25 CURB AND GUTTER, CONCRETE, ROLL | | | 0033 607-06370 1950.000 LFT | 57.15000 111442.50| 50.00000 97500.00| 61.50000 119925.00 PAVED SIDE DITCH, H , MODIFIED | | | 0034 610-07486 1571.000 TON | 62.00000 97402.00| 65.00000 102115.00| 46.50000 73051.50 HMA FOR APPROACHES, TYPE A | | | 0035 611-05330 461.000 SYS | 32.65000 15051.65| 45.00000 20745.00| 38.50000 17748.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0036 611-06497 5.000 EACH | 133.00000 665.00| 145.00000 725.00| 137.00000 685.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 1.000 EACH | 143.00000 143.00| 155.00000 155.00| 147.00000 147.00 RIGHT OF WAY MARKER | | | 0038 615-06505 10.000 EACH | 360.00000 3600.00| 375.00000 3750.00| 368.00000 3680.00 MONUMENT, B | | | 0039 615-06510 8.000 EACH | 255.00000 2040.00| 275.00000 2200.00| 263.00000 2104.00 MONUMENT, C | | | 0040 615-06527 4.000 EACH | 255.00000 1020.00| 275.00000 1100.00| 263.00000 1052.00 MONUMENT, SECTION CORNER | | | 0041 616-02320 570.000 SYS | 2.75000 1567.50| 3.50000 1995.00| 3.20000 1824.00 GEOTEXTILES | | | 0042 616-06405 388.000 TON | 22.00000 8536.00| 30.00000 11640.00| 19.75000 7663.00 RIPRAP, REVETMENT | | | 0043 621-06545 5.000 TON | 460.00000 2300.00| 550.00000 2750.00| 630.00000 3150.00 FERTILIZER | | | 0044 621-06554 1851.000 LBS | 2.30000 4257.30| 3.40000 6293.40| 3.80000 7033.80 SEED MIXTURE, U | | | 0045 621-06557 825.000 LBS | 2.15000 1773.75| 2.20000 1815.00| 2.35000 1938.75 SEED MIXTURE, T | | | 0046 621-06565 25.000 TON | 310.00000 7750.00| 416.00000 10400.00| 480.00000 12000.00 MULCHING MATERIAL | | | 0047 621-06574 1178.000 SYS | 3.00000 3534.00| 3.00000 3534.00| 4.40000 5183.20 SODDING | | | 0050 715-04612 135.000 LFT | 58.00000 7830.00| 60.00000 8100.00| 67.50000 9112.50 PIPE , 33IN. | | | 0051 715-04612 2778.000 LFT | 47.00000 130566.00| 95.00000 263910.00| 63.75000 177097.50 PIPE , SANITARY SEWER, 21 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 715-05024 860.000 LFT | 46.00000 39560.00| 60.00000 51600.00| 63.50000 54610.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0054 715-05048 12911.000 LFT | 2.55000 32923.05| 3.00000 38733.00| 2.25000 29049.75 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0055 715-05053 197.000 LFT | 20.40000 4018.80| 9.00000 1773.00| 21.00000 4137.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0056 715-05119 142.000 LFT | 22.00000 3124.00| 25.00000 3550.00| 29.00000 4118.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0058 715-05136 165.000 LFT | 150.00000 24750.00| 180.00000 29700.00| 200.00000 33000.00 PIPE, TYPE 1, CIRCULAR, 72 IN. | | | 0059 715-05151 3978.000 LFT | 20.00000 79560.00| 22.00000 87516.00| 27.50000 109395.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0060 715-05152 1014.000 LFT | 22.00000 22308.00| 25.00000 25350.00| 27.75000 28138.50 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0061 715-05154 184.000 LFT | 32.00000 5888.00| 31.00000 5704.00| 40.25000 7406.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0062 715-05156 120.000 LFT | 38.00000 4560.00| 40.00000 4800.00| 53.25000 6390.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0063 715-05159 343.000 LFT | 58.00000 19894.00| 63.00000 21609.00| 77.00000 26411.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0064 715-05408 90.000 LFT | 45.00000 4050.00| 29.00000 2610.00| 30.00000 2700.00 PIPE, SANITARY SEWER, 8 IN. | | | 0065 715-05409 131.000 LFT | 36.00000 4716.00| 30.00000 3930.00| 45.00000 5895.00 PIPE, SANITARY SEWER, 10 IN. | | | 0066 715-05412 489.000 LFT | 43.00000 21027.00| 41.00000 20049.00| 59.50000 29095.50 PIPE, SANITARY SEWER, 15 IN. | | | 0067 715-05413 50.000 LFT | 86.00000 4300.00| 72.00000 3600.00| 130.00000 6500.00 PIPE, SANITARY SEWER, 18 IN. | | | 0068 715-05417 94.000 LFT | 94.00000 8836.00| 105.00000 9870.00| 132.00000 12408.00 PIPE, SANITARY SEWER, 30 IN. | | | 0069 715-05711 54.000 LFT | 36.00000 1944.00| 22.00000 1188.00| 41.25000 2227.50 PIPE, SANITARY SEWER, 6 IN. | | | 0070 715-06357 2.000 EACH | 2000.00000 4000.00| 1800.00000 3600.00| 2500.00000 5000.00 CONCRETE ANCHOR, 72 IN. | | | 0071 715-06357 2.000 EACH | 2050.00000 4100.00| 1800.00000 3600.00| 3500.00000 7000.00 CONCRETE ANCHOR, 72 IN. ,MODIFIED | | | 0072 715-06696 100.000 LFT | 13.09000 1309.00| 40.00000 4000.00| 20.00000 2000.00 PIPE, PVC, 10 IN. | | | 0073 715-06825 2.000 EACH | 1800.00000 3600.00| 1200.00000 2400.00| 1950.00000 3900.00 CONCRETE ANCHOR , 33 IN., MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 715-07667 2.000 EACH | 1900.00000 3800.00| 1200.00000 2400.00| 2200.00000 4400.00 CONCRETE ANCHOR, 36 IN. MODIFIED | | | 0075 715-46005 10.000 EACH | 225.00000 2250.00| 300.00000 3000.00| 250.00000 2500.00 PIPE END SECTION, 15 IN. | | | 0076 715-46010 1.000 EACH | 235.00000 235.00| 360.00000 360.00| 260.00000 260.00 PIPE END SECTION, 18 IN. | | | 0077 715-46020 1.000 EACH | 275.00000 275.00| 475.00000 475.00| 320.00000 320.00 PIPE END SECTION, 24 IN. | | | 0078 715-46030 1.000 EACH | 350.00000 350.00| 600.00000 600.00| 585.00000 585.00 PIPE END SECTION, 30 IN. | | | 0079 715-46040 3.000 EACH | 500.00000 1500.00| 715.00000 2145.00| 620.00000 1860.00 PIPE END SECTION, 36 IN. | | | 0080 715-90052 LUMP | 185000.00000 185000.00| 175000.00000 175000.00| 190000.00000 190000.00 LIFT STATION | | | 0081 715-91361 100.000 LFT | 10.00000 1000.00| 30.00000 3000.00| 17.50000 1750.00 PIPE, PVC, 6 IN. | | | 0082 715-92537 100.000 LFT | 11.00000 1100.00| 35.00000 3500.00| 19.25000 1925.00 PIPE, PVC, 8 IN. | | | 0083 715-97695 1.000 EACH | 10500.00000 10500.00| 12000.00000 12000.00| 13500.00000 13500.00 GRATED BOX END SECTION, I, 3:1, 48 IN. | | | MODIFIED | | | 0084 716-04832 20.000 LFT | 30.00000 600.00| 90.00000 1800.00| 108.00000 2160.00 PIPE CASING, , I8 IN. | | | 0085 716-07728 92.000 LFT | 1605.00000 147660.00| 1250.00000 115000.00| 1635.00000 150420.00 PIPE INSTALLATION, TRENCHLESS, 72 IN. | | | 0086 718-06529 2.000 EACH | 510.00000 1020.00| 700.00000 1400.00| 685.00000 1370.00 OUTLET PROTECTOR, 2 | | | 0087 718-06532 3208.000 LFT | 0.92000 2951.36| 1.00000 3208.00| 0.95000 3047.60 VIDEO INSPECTION FOR UNDERDRAINS | | | 0088 718-52610 3347.000 CYS | 25.50000 85348.50| 30.00000 100410.00| 23.00000 76981.00 AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 13596.000 SYS | 0.82000 11148.72| 1.25000 16995.00| 1.25000 16995.00 GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-45045 31.000 EACH | 1050.00000 32550.00| 1300.00000 40300.00| 1150.00000 35650.00 INLET, J10 | | | 0091 720-45055 28.000 EACH | 1100.00000 30800.00| 1300.00000 36400.00| 1185.00000 33180.00 INLET, M10 | | | 0092 720-45410 25.000 EACH | 1350.00000 33750.00| 1850.00000 46250.00| 1325.00000 33125.00 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 720-45410 12.000 EACH | 3100.00000 37200.00| 3700.00000 44400.00| 3925.00000 47100.00 MANHOLE, C4 , SANITARY | | | 0094 720-45431 1.000 EACH | 4400.00000 4400.00| 7000.00000 7000.00| 5700.00000 5700.00 MANHOLE, J , SANITARY | | | 0095 720-93501 1.000 EACH | 3700.00000 3700.00| 7000.00000 7000.00| 6300.00000 6300.00 MANHOLE, L4 | | | 0096 720-94612 6.000 EACH | 3200.00000 19200.00| 4000.00000 24000.00| 3600.00000 21600.00 MANHOLE, K4 | | | 0097 720-95422 8.000 EACH | 2100.00000 16800.00| 2600.00000 20800.00| 2300.00000 18400.00 MANHOLE, J4 | | | 0098 720-98174 5.000 EACH | 1600.00000 8000.00| 2000.00000 10000.00| 1700.00000 8500.00 INLET, B15 | | | 0099 720-98555 8.000 EACH | 1800.00000 14400.00| 2000.00000 16000.00| 1750.00000 14000.00 INLET, C15 | | | 0100 801-04308 3.000 EACH | 185.00000 555.00| 200.00000 600.00| 189.00000 567.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0101 801-06625 39.000 EACH | 79.00000 3081.00| 85.00000 3315.00| 81.00000 3159.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0102 801-06640 6.000 EACH | 215.00000 1290.00| 230.00000 1380.00| 221.00000 1326.00 CONSTRUCTION SIGN, A | | | 0103 801-06645 3.000 EACH | 46.00000 138.00| 50.00000 150.00| 47.25000 141.75 CONSTRUCTION SIGN, B | | | 0104 801-06710 30.000 DAY | 14.00000 420.00| 15.00000 450.00| 13.75000 412.50 FLASHING ARROW SIGN | | | 0105 801-06775 LUMP | 20000.00000 20000.00| 910.00000 910.00| 9500.00000 9500.00 MAINTAINING TRAFFIC | | | 0106 801-07118 66.000 LFT | 6.15000 405.90| 7.00000 462.00| 6.30000 415.80 BARRICADE, III-A | | | 0107 801-07119 156.000 LFT | 7.65000 1193.40| 8.40000 1310.40| 7.90000 1232.40 BARRICADE, III-B | | | 0108 802-05701 290.000 LFT | 13.10000 3799.00| 15.00000 4350.00| 14.50000 4205.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 52.000 SFT | 21.20000 1102.40| 20.00000 1040.00| 19.00000 988.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0110 802-76035 146.000 SFT | 21.20000 3095.20| 16.00000 2336.00| 14.75000 2153.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 802-76035 34.000 SFT | 33.15000 1127.10| 18.00000 612.00| 16.80000 571.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS , DOUBLE | | | SIDED | | | 0112 805-02426 450.000 LFT | 6.45000 2902.50| 5.00000 2250.00| 4.85000 2182.50 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0113 805-06592 450.000 LFT | 15.80000 7110.00| 16.00000 7200.00| 15.00000 6750.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0114 805-96014 57.000 LFT | 3.05000 173.85| 7.00000 399.00| 15.75000 897.75 SAW CUT, FULL DEPTH | | | 0115 807-02191 2.000 EACH | 655.00000 1310.00| 450.00000 900.00| 800.00000 1600.00 HANDHOLE, LIGHTING | | | 0116 807-02193 16.000 EACH | 690.00000 11040.00| 775.00000 12400.00| 730.00000 11680.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0117 807-03051 1696.000 LFT | 0.45000 763.20| 0.50000 848.00| 0.50000 848.00 LIGHT CABLE, 1C 10GA. | | | 0118 807-07580 2755.000 LFT | 6.45000 17769.75| 5.00000 13775.00| 4.85000 13361.75 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0119 807-83740 4.000 EACH | 1180.00000 4720.00| 1100.00000 4400.00| 1040.00000 4160.00 LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0120 807-83756 5.000 EACH | 1235.00000 6175.00| 1200.00000 6000.00| 1115.00000 5575.00 LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0121 807-83762 7.000 EACH | 1355.00000 9485.00| 1300.00000 9100.00| 1250.00000 8750.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0122 807-86620 16.000 EACH | 265.00000 4240.00| 230.00000 3680.00| 215.00000 3440.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0123 807-86805 3.000 EACH | 2590.00000 7770.00| 1750.00000 5250.00| 1660.00000 4980.00 SERVICE POINT, I | | | 0124 807-86910 16.000 EACH | 33.85000 541.60| 30.00000 480.00| 28.00000 448.00 CONNECTOR KIT, UNFUSED | | | 0125 807-86915 16.000 EACH | 33.85000 541.60| 30.00000 480.00| 28.00000 448.00 CONNECTOR KIT, FUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 807-86920 29.000 EACH | 18.25000 529.25| 11.00000 319.00| 10.75000 311.75 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0127 807-86925 8.000 EACH | 24.85000 198.80| 40.00000 320.00| 38.50000 308.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0128 807-86930 38.000 EACH | 17.00000 646.00| 10.00000 380.00| 9.50000 361.00 INSULATION LINK, NONWATERPROOFED | | | 0129 807-86935 7.000 EACH | 23.75000 166.25| 40.00000 280.00| 38.50000 269.50 INSULATION LINK, WATERPROOFED | | | 0130 808-04298 2.000 EACH | 280.00000 560.00| 305.00000 610.00| 289.00000 578.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0131 808-06701 100.000 LFT | 0.34000 34.00| 0.40000 40.00| 0.35000 35.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0132 808-06703 2540.000 LFT | 0.26000 660.40| 0.30000 762.00| 0.26000 660.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0133 808-06713 688.000 LFT | 0.14000 96.32| 0.15000 103.20| 0.14000 96.32 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0134 808-06714 8375.000 LFT | 0.14000 1172.50| 0.15000 1256.25| 0.14000 1172.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0135 808-75245 5145.000 LFT | 0.26000 1337.70| 0.30000 1543.50| 0.26000 1337.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0136 808-75297 198.000 LFT | 2.55000 504.90| 2.80000 554.40| 2.60000 514.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0137 808-75300 918.000 LFT | 2.05000 1881.90| 2.20000 2019.60| 2.10000 1927.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0138 808-75320 25.000 EACH | 51.00000 1275.00| 56.00000 1400.00| 52.50000 1312.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0139 808-75325 25.000 EACH | 59.20000 1480.00| 65.00000 1625.00| 61.00000 1525.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0140 715-05161 158.000 LFT | 72.00000 11376.00| 70.00000 11060.00| 31.50000 4977.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1875662 |( 3 ) 35-1357381 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |O`MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0141 715-04612 63.000 LFT | 235.00000 14805.00| 228.00000 14364.00| 295.00000 18585.00 PIPE , REINFORCED CONCRETE, V, 72 IN. | | | 0142 716-04832 110.000 LFT | 635.00000 69850.00| 620.00000 68200.00| 485.00000 53350.00 PIPE CASING, 36 IN., JACK AND BORE | | | 0143 715-05408 3059.000 LFT | 17.75000 54297.25| 17.00000 52003.00| 14.50000 44355.50 PIPE, SANITARY SEWER, 8 IN. , FORCE MAI | | | 0144 603-99208 1.000 EACH | 3875.00000 3875.00| 4200.00000 4200.00| 4000.00000 4000.00 FENCE GATE, CHAIN LINK, 48 IN. X 30 FT. | | | SECTION TOTALS | $ 4,078,218.30| $ 4,339,169.75| $ 4,412,773.17 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,078,218.30| $ 4,339,169.75| $ 4,412,773.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-0918397 |( ) |BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Category Number 0001 | | | 0001 105-06845 LUMP | 90000.00000 90000.00| 80000.00000 80000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 2000.00000 30000.00| 2300.00000 34500.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 247056.00000 247056.00| 239665.51000 239665.51| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 364000.00000 364000.00| 37000.00000 37000.00| CLEARING RIGHT OF WAY | | | 0007 203-02000 43711.000 CYS | 11.10000 485192.10| 9.00000 393399.00| EXCAVATION, COMMON | | | 0008 203-02070 40102.000 CYS | 2.40000 96244.80| 6.00000 240612.00| BORROW | | | 0009 205-06931 139.000 TON | 36.10000 5017.90| 44.00000 6116.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 1100.000 LFT | 1.35000 1485.00| 1.60000 1760.00| TEMPORARY SILT FENCE ,PERIMETER | | | PROTECTION | | | 0011 207-08268 41325.000 SYS | 6.40000 264480.00| 8.00000 330600.00| SUBGRADE TREATMENT, TYPE IV | | | 0012 211-07454 8241.000 CYS | 17.10000 140921.10| 20.00000 164820.00| STRUCTURE BACKFILL | | | 0013 303-01180 2366.000 TON | 22.50000 53235.00| 14.00000 33124.00| COMPACTED AGGREGATE, NO. 53 | | | 0014 303-07449 12.000 TON | 100.00000 1200.00| 35.00000 420.00| COMPACTED AGGREGATE, NO. 73 | | | 0015 306-08032 393.000 SYS | 12.40000 4873.20| 9.00000 3537.00| MILLING, TRANSITION | | | 0016 401-07327 2322.000 TON | 42.50000 98685.00| 42.00000 97524.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0017 401-07397 3842.000 TON | 37.00000 142154.00| 37.00000 142154.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0018 401-07423 11105.000 TON | 33.75000 374793.75| 34.00000 377570.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-0918397 |( ) |BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-08333 5464.000 TON | 38.00000 207632.00| 37.50000 204900.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0020 406-05520 31.000 TON | 185.00000 5735.00| 180.00000 5580.00| ASPHALT FOR TACK COAT | | | 0021 603-01932 112.000 LFT | 48.00000 5376.00| 43.00000 4816.00| FENCE, CHAIN LINK, 96 IN. | | | 0022 603-02009 2.000 EACH | 2800.00000 5600.00| 2900.00000 5800.00| FENCE GATE, CHAIN LINK, 96 IN. X 20 FT. | | | 0023 603-06040 660.000 LFT | 7.40000 4884.00| 7.00000 4620.00| FENCE, FARM FIELD, 47 IN. | | | 0024 604-05528 668.000 TON | 50.00000 33400.00| 50.00000 33400.00| SIDEWALK, HMA | | | 0025 604-07896 56.000 SYS | 195.00000 10920.00| 83.00000 4648.00| CURB RAMP, CONCRETE, B | | | 0026 604-07901 60.000 SYS | 195.00000 11700.00| 83.00000 4980.00| CURB RAMP, CONCRETE, G | | | 0027 604-91531 3204.000 SYS | 20.60000 66002.40| 30.00000 96120.00| SIDEWALK, CONCRETE, 4 IN. | | | 0028 605-04510 55.000 LFT | 23.90000 1314.50| 30.00000 1650.00| LIP GUTTER | | | 0029 605-06120 6880.000 LFT | 9.20000 63296.00| 10.00000 68800.00| CURB, CONCRETE | | | 0030 605-06140 12736.000 LFT | 12.30000 156652.80| 11.50000 146464.00| CURB AND GUTTER, CONCRETE | | | 0031 605-06255 286.000 SYS | 70.25000 20091.50| 75.00000 21450.00| CENTER CURB, D, CONCRETE | | | 0032 605-97937 49.000 LFT | 25.00000 1225.00| 30.00000 1470.00| CURB AND GUTTER, CONCRETE, ROLL | | | 0033 607-06370 1950.000 LFT | 60.90000 118755.00| 57.00000 111150.00| PAVED SIDE DITCH, H , MODIFIED | | | 0034 610-07486 1571.000 TON | 62.00000 97402.00| 65.00000 102115.00| HMA FOR APPROACHES, TYPE A | | | 0035 611-05330 461.000 SYS | 42.30000 19500.30| 42.00000 19362.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0036 611-06497 5.000 EACH | 130.00000 650.00| 125.00000 625.00| MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 1.000 EACH | 140.00000 140.00| 120.00000 120.00| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-0918397 |( ) |BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06505 10.000 EACH | 350.00000 3500.00| 460.00000 4600.00| MONUMENT, B | | | 0039 615-06510 8.000 EACH | 250.00000 2000.00| 330.00000 2640.00| MONUMENT, C | | | 0040 615-06527 4.000 EACH | 250.00000 1000.00| 740.00000 2960.00| MONUMENT, SECTION CORNER | | | 0041 616-02320 570.000 SYS | 1.00000 570.00| 3.00000 1710.00| GEOTEXTILES | | | 0042 616-06405 388.000 TON | 30.00000 11640.00| 35.00000 13580.00| RIPRAP, REVETMENT | | | 0043 621-06545 5.000 TON | 495.00000 2475.00| 610.00000 3050.00| FERTILIZER | | | 0044 621-06554 1851.000 LBS | 3.05000 5645.55| 3.70000 6848.70| SEED MIXTURE, U | | | 0045 621-06557 825.000 LBS | 2.00000 1650.00| 2.30000 1897.50| SEED MIXTURE, T | | | 0046 621-06565 25.000 TON | 375.00000 9375.00| 460.00000 11500.00| MULCHING MATERIAL | | | 0047 621-06574 1178.000 SYS | 5.00000 5890.00| 4.10000 4829.80| SODDING | | | 0050 715-04612 135.000 LFT | 75.75000 10226.25| 78.00000 10530.00| PIPE , 33IN. | | | 0051 715-04612 2778.000 LFT | 80.00000 222240.00| 130.00000 361140.00| PIPE , SANITARY SEWER, 21 IN. | | | 0053 715-05024 860.000 LFT | 60.60000 52116.00| 110.00000 94600.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0054 715-05048 12911.000 LFT | 4.63000 59777.93| 2.50000 32277.50| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0055 715-05053 197.000 LFT | 10.40000 2048.80| 20.00000 3940.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0056 715-05119 142.000 LFT | 29.30000 4160.60| 50.00000 7100.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0058 715-05136 165.000 LFT | 172.00000 28380.00| 210.00000 34650.00| PIPE, TYPE 1, CIRCULAR, 72 IN. | | | 0059 715-05151 3978.000 LFT | 20.00000 79560.00| 47.00000 186966.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0060 715-05152 1014.000 LFT | 23.00000 23322.00| 52.00000 52728.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0061 715-05154 184.000 LFT | 39.40000 7249.60| 64.00000 11776.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-0918397 |( ) |BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 715-05156 120.000 LFT | 55.30000 6636.00| 66.00000 7920.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0063 715-05159 343.000 LFT | 93.43000 32046.49| 110.00000 37730.00| PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0064 715-05408 90.000 LFT | 47.00000 4230.00| 56.00000 5040.00| PIPE, SANITARY SEWER, 8 IN. | | | 0065 715-05409 131.000 LFT | 53.00000 6943.00| 61.00000 7991.00| PIPE, SANITARY SEWER, 10 IN. | | | 0066 715-05412 489.000 LFT | 84.10000 41124.90| 61.00000 29829.00| PIPE, SANITARY SEWER, 15 IN. | | | 0067 715-05413 50.000 LFT | 140.00000 7000.00| 81.00000 4050.00| PIPE, SANITARY SEWER, 18 IN. | | | 0068 715-05417 94.000 LFT | 162.50000 15275.00| 110.00000 10340.00| PIPE, SANITARY SEWER, 30 IN. | | | 0069 715-05711 54.000 LFT | 31.20000 1684.80| 48.00000 2592.00| PIPE, SANITARY SEWER, 6 IN. | | | 0070 715-06357 2.000 EACH | 1992.00000 3984.00| 1900.00000 3800.00| CONCRETE ANCHOR, 72 IN. | | | 0071 715-06357 2.000 EACH | 2292.00000 4584.00| 2100.00000 4200.00| CONCRETE ANCHOR, 72 IN. ,MODIFIED | | | 0072 715-06696 100.000 LFT | 25.35000 2535.00| 50.00000 5000.00| PIPE, PVC, 10 IN. | | | 0073 715-06825 2.000 EACH | 2240.00000 4480.00| 1700.00000 3400.00| CONCRETE ANCHOR , 33 IN., MODIFIED | | | 0074 715-07667 2.000 EACH | 2180.00000 4360.00| 1800.00000 3600.00| CONCRETE ANCHOR, 36 IN. MODIFIED | | | 0075 715-46005 10.000 EACH | 245.00000 2450.00| 280.00000 2800.00| PIPE END SECTION, 15 IN. | | | 0076 715-46010 1.000 EACH | 350.00000 350.00| 300.00000 300.00| PIPE END SECTION, 18 IN. | | | 0077 715-46020 1.000 EACH | 465.00000 465.00| 340.00000 340.00| PIPE END SECTION, 24 IN. | | | 0078 715-46030 1.000 EACH | 960.00000 960.00| 550.00000 550.00| PIPE END SECTION, 30 IN. | | | 0079 715-46040 3.000 EACH | 990.00000 2970.00| 700.00000 2100.00| PIPE END SECTION, 36 IN. | | | 0080 715-90052 LUMP | 233000.00000 233000.00| 200000.00000 200000.00| LIFT STATION | | | 0081 715-91361 100.000 LFT | 12.00000 1200.00| 46.00000 4600.00| PIPE, PVC, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-0918397 |( ) |BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0082 715-92537 100.000 LFT | 14.00000 1400.00| 48.00000 4800.00| PIPE, PVC, 8 IN. | | | 0083 715-97695 1.000 EACH | 12560.00000 12560.00| 10000.00000 10000.00| GRATED BOX END SECTION, I, 3:1, 48 IN. | | | MODIFIED | | | 0084 716-04832 20.000 LFT | 36.00000 720.00| 160.00000 3200.00| PIPE CASING, , I8 IN. | | | 0085 716-07728 92.000 LFT | 1428.00000 131376.00| 1700.00000 156400.00| PIPE INSTALLATION, TRENCHLESS, 72 IN. | | | 0086 718-06529 2.000 EACH | 700.00000 1400.00| 510.00000 1020.00| OUTLET PROTECTOR, 2 | | | 0087 718-06532 3208.000 LFT | 1.00000 3208.00| 0.90000 2887.20| VIDEO INSPECTION FOR UNDERDRAINS | | | 0088 718-52610 3347.000 CYS | 1.00000 3347.00| 25.00000 83675.00| AGGREGATE FOR UNDERDRAINS | | | 0089 718-99153 13596.000 SYS | 1.00000 13596.00| 0.80000 10876.80| GEOTEXTILES FOR UNDERDRAIN | | | 0090 720-45045 31.000 EACH | 1500.00000 46500.00| 1700.00000 52700.00| INLET, J10 | | | 0091 720-45055 28.000 EACH | 1500.00000 42000.00| 1750.00000 49000.00| INLET, M10 | | | 0092 720-45410 25.000 EACH | 2065.00000 51625.00| 2300.00000 57500.00| MANHOLE, C4 | | | 0093 720-45410 12.000 EACH | 5090.00000 61080.00| 3600.00000 43200.00| MANHOLE, C4 , SANITARY | | | 0094 720-45431 1.000 EACH | 7430.00000 7430.00| 4500.00000 4500.00| MANHOLE, J , SANITARY | | | 0095 720-93501 1.000 EACH | 9825.00000 9825.00| 6800.00000 6800.00| MANHOLE, L4 | | | 0096 720-94612 6.000 EACH | 6050.00000 36300.00| 5700.00000 34200.00| MANHOLE, K4 | | | 0097 720-95422 8.000 EACH | 2913.00000 23304.00| 3700.00000 29600.00| MANHOLE, J4 | | | 0098 720-98174 5.000 EACH | 2110.00000 10550.00| 2100.00000 10500.00| INLET, B15 | | | 0099 720-98555 8.000 EACH | 2110.00000 16880.00| 2200.00000 17600.00| INLET, C15 | | | 0100 801-04308 3.000 EACH | 335.00000 1005.00| 340.00000 1020.00| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-0918397 |( ) |BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 801-06625 39.000 EACH | 78.00000 3042.00| 79.00000 3081.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0102 801-06640 6.000 EACH | 285.00000 1710.00| 290.00000 1740.00| CONSTRUCTION SIGN, A | | | 0103 801-06645 3.000 EACH | 50.00000 150.00| 51.00000 153.00| CONSTRUCTION SIGN, B | | | 0104 801-06710 30.000 DAY | 20.00000 600.00| 20.00000 600.00| FLASHING ARROW SIGN | | | 0105 801-06775 LUMP | 25000.00000 25000.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0106 801-07118 66.000 LFT | 7.77000 512.82| 7.90000 521.40| BARRICADE, III-A | | | 0107 801-07119 156.000 LFT | 9.05000 1411.80| 9.20000 1435.20| BARRICADE, III-B | | | 0108 802-05701 290.000 LFT | 16.70000 4843.00| 13.00000 3770.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 52.000 SFT | 15.50000 806.00| 21.00000 1092.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0110 802-76035 146.000 SFT | 16.00000 2336.00| 21.00000 3066.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0111 802-76035 34.000 SFT | 16.60000 564.40| 33.00000 1122.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS , DOUBLE | | | SIDED | | | 0112 805-02426 450.000 LFT | 5.80000 2610.00| 6.40000 2880.00| WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0113 805-06592 450.000 LFT | 16.20000 7290.00| 16.00000 7200.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0114 805-96014 57.000 LFT | 5.00000 285.00| 30.00000 1710.00| SAW CUT, FULL DEPTH | | | 0115 807-02191 2.000 EACH | 580.00000 1160.00| 650.00000 1300.00| HANDHOLE, LIGHTING | | | 0116 807-02193 16.000 EACH | 990.00000 15840.00| 680.00000 10880.00| LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-0918397 |( ) |BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0117 807-03051 1696.000 LFT | 0.20000 339.20| 0.45000 763.20| LIGHT CABLE, 1C 10GA. | | | 0118 807-07580 2755.000 LFT | 5.70000 15703.50| 1.00000 2755.00| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0119 807-83740 4.000 EACH | 1120.00000 4480.00| 1200.00000 4800.00| LIGHT POLE, 40 FT. E.M.H., 5.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0120 807-83756 5.000 EACH | 1170.00000 5850.00| 1200.00000 6000.00| LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0121 807-83762 7.000 EACH | 1290.00000 9030.00| 1300.00000 9100.00| LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0122 807-86620 16.000 EACH | 185.00000 2960.00| 260.00000 4160.00| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0123 807-86805 3.000 EACH | 2010.00000 6030.00| 2600.00000 7800.00| SERVICE POINT, I | | | 0124 807-86910 16.000 EACH | 30.00000 480.00| 34.00000 544.00| CONNECTOR KIT, UNFUSED | | | 0125 807-86915 16.000 EACH | 31.00000 496.00| 34.00000 544.00| CONNECTOR KIT, FUSED | | | 0126 807-86920 29.000 EACH | 14.50000 420.50| 18.00000 522.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0127 807-86925 8.000 EACH | 18.50000 148.00| 25.00000 200.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0128 807-86930 38.000 EACH | 13.00000 494.00| 17.00000 646.00| INSULATION LINK, NONWATERPROOFED | | | 0129 807-86935 7.000 EACH | 14.80000 103.60| 24.00000 168.00| INSULATION LINK, WATERPROOFED | | | 0130 808-04298 2.000 EACH | 500.00000 1000.00| 410.00000 820.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0131 808-06701 100.000 LFT | 0.50000 50.00| 0.36000 36.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 240 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,870,211.97 ROUTE : CALL ORDER : 240 CONTRACT ID : R -28104-A COUNTIES : SHELBY LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0175870 |( 5 ) 35-0918397 |( ) |BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 808-06703 2540.000 LFT | 0.50000 1270.00| 0.30000 762.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0133 808-06713 688.000 LFT | 0.18000 123.84| 0.12000 82.56| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0134 808-06714 8375.000 LFT | 0.18000 1507.50| 0.12000 1005.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0135 808-75245 5145.000 LFT | 0.50000 2572.50| 0.29000 1492.05| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0136 808-75297 198.000 LFT | 5.00000 990.00| 3.60000 712.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0137 808-75300 918.000 LFT | 1.50000 1377.00| 0.71000 651.78| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0138 808-75320 25.000 EACH | 60.00000 1500.00| 61.00000 1525.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0139 808-75325 25.000 EACH | 70.00000 1750.00| 71.00000 1775.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0140 715-05161 158.000 LFT | 93.75000 14812.50| 130.00000 20540.00| PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0141 715-04612 63.000 LFT | 172.00000 10836.00| 310.00000 19530.00| PIPE , REINFORCED CONCRETE, V, 72 IN. | | | 0142 716-04832 110.000 LFT | 759.36000 83529.60| 810.00000 89100.00| PIPE CASING, 36 IN., JACK AND BORE | | | 0143 715-05408 3059.000 LFT | 32.00000 97888.00| 23.00000 70357.00| PIPE, SANITARY SEWER, 8 IN. , FORCE MAI | | | 0144 603-99208 1.000 EACH | 3800.00000 3800.00| 1200.00000 1200.00| FENCE GATE, CHAIN LINK, 48 IN. X 30 FT. | | | SECTION TOTALS | $ 4,950,530.03| $ 5,094,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,950,530.03| $ 5,094,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: ROUTE : CALL ORDER : 250 CONTRACT ID : R -28136-A COUNTIES : VERMILLION LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- NO BIDS RECEIVED - TO BE READVERTISED ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 940,510.71 ROUTE : US 27 CALL ORDER : 280 CONTRACT ID : RS-27040-B COUNTIES : WAYNE LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 985,500.00 100.0000% ==================================================================================================================================== |( 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 | 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 2500.00000 12500.00| | 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 | 49400.00000 49400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-52710 896.000 SYS | 17.00000 15232.00| | SIDEWALK, CONCRETE, REMOVE | | | 0007 304-07491 3365.000 TON | 135.00000 454275.00| | HMA PATCHING, TYPE C | | | 0008 402-03720 73905.000 SYS | 1.50000 110857.50| | MICRO-SURFACING, SURFACE COURSE | | | 0009 402-03721 73905.000 SYS | 1.55000 114552.75| | MICRO-SURFACING, LEVELING COURSE | | | 0010 604-06070 577.000 SYS | 36.00000 20772.00| | SIDEWALK, CONCRETE | | | 0011 604-07894 102.000 SYS | 142.00000 14484.00| | CURB RAMP, CONCRETE, A | | | 0012 604-07896 41.000 SYS | 160.00000 6560.00| | CURB RAMP, CONCRETE, B | | | 0013 604-07897 47.000 SYS | 185.00000 8695.00| | CURB RAMP, CONCRETE, C | | | 0014 604-07898 41.000 SYS | 195.00000 7995.00| | CURB RAMP, CONCRETE, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 940,510.71 ROUTE : US 27 CALL ORDER : 280 CONTRACT ID : RS-27040-B COUNTIES : WAYNE LETTING DATE : 05/25/05 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 604-07899 69.000 SYS | 200.00000 13800.00| | CURB RAMP, CONCRETE, E | | | 0016 604-07903 9.000 SYS | 137.00000 1233.00| | CURB RAMP, CONCRETE, K | | | 0017 604-07904 10.000 SYS | 200.00000 2000.00| | CURB RAMP, CONCRETE, L | | | 0018 615-06525 1.000 EACH | 500.00000 500.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0019 720-44000 75.000 EACH | 500.00000 37500.00| | CASTING, ADJUST TO GRADE | | | 0020 720-45230 1.000 EACH | 3000.00000 3000.00| | CATCH BASIN, D6 | | | 0021 801-06640 67.000 EACH | 100.00000 6700.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP | 93818.20000 93818.20| | MAINTAINING TRAFFIC | | | 0023 808-06711 5635.000 LFT | 0.19000 1070.65| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0024 808-06713 1196.000 LFT | 0.19000 227.24| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06721 4304.000 LFT | 0.29000 1248.16| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 4 IN. | | | 0026 808-06723 12.000 EACH | 37.00000 444.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0027 808-06724 8.000 EACH | 53.00000 424.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0028 808-06726 430.000 LFT | 1.65000 709.50| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 985,500.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 985,500.00| $ 5,094,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,492.42 ROUTE : 154 CALL ORDER : 290 CONTRACT ID : RS-27712-D COUNTIES : SULLIVAN LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,239,990.70 100.0000% 2 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,481,356.10 119.4651% ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-2126716 |( ) |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL | 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 | 15000.00000 15000.00| 11000.96000 11000.96| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1850.00000 18500.00| 1953.00000 19530.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 25000.00000 25000.00| 76324.00000 76324.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02271 12.000 EACH | 150.00000 1800.00| 275.00000 3300.00| HEADWALL, REMOVE | | | 0007 202-02278 110.000 LFT | 8.00000 880.00| 5.25000 577.50| CURB, CONCRETE, REMOVE | | | 0008 202-52710 26.000 SYS | 30.00000 780.00| 12.75000 331.50| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93741 23.000 EACH | 250.00000 5750.00| 350.50000 8061.50| GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02376 LUMP | 20000.00000 20000.00| 2500.00000 2500.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0011 205-06931 100.000 TON | 65.00000 6500.00| 29.00000 2900.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 213-08058 435.000 CYS | 50.00000 21750.00| 84.50000 36757.50| FLOWABLE BACKFILL | | | 0013 301-07448 3000.000 TON | 22.00000 66000.00| 19.20000 57600.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,492.42 ROUTE : 154 CALL ORDER : 290 CONTRACT ID : RS-27712-D COUNTIES : SULLIVAN LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-2126716 |( ) |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07490 800.000 TON | 75.00000 60000.00| 102.34000 81872.00| HMA PATCHING, TYPE B | | | 0015 306-08033 127860.000 SYS | 0.30000 38358.00| 0.65000 83109.00| MILLING, ASPHALT, 1 IN. | | | 0016 306-08043 5340.000 SYS | 3.50000 18690.00| 1.42000 7582.80| MILLING, TRANSITION | | | 0017 401-07321 11215.000 TON | 36.00000 403740.00| 40.26000 451515.90| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 402-07451 100.000 TON | 85.00000 8500.00| 80.16000 8016.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0019 405-05517 72.000 TON | 275.00000 19800.00| 124.22000 8943.84| ASPHALT FOR PRIME COAT | | | 0020 406-05520 34.000 TON | 150.00000 5100.00| 201.60000 6854.40| ASPHALT FOR TACK COAT | | | 0021 601-01625 1.000 EACH | 1525.00000 1525.00| 1525.00000 1525.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-01846 4.000 EACH | 1755.00000 7020.00| 1755.00000 7020.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06035 100.000 LFT | 8.00000 800.00| 8.00000 800.00| GUARDRAIL, RESET | | | 0024 601-06037 1.000 EACH | 800.00000 800.00| 800.00000 800.00| GUARDRAIL END TREATMENT, I | | | 0025 601-94689 18.000 EACH | 2290.00000 41220.00| 2325.00000 41850.00| GUARDRAIL END TREATMENT, OS | | | 0026 601-95300 4.000 EACH | 75.00000 300.00| 75.00000 300.00| CONNECTOR, A S | | | 0027 604-06070 10.000 SYS | 225.00000 2250.00| 100.00000 1000.00| SIDEWALK, CONCRETE | | | 0028 604-07894 28.000 SYS | 100.00000 2800.00| 127.50000 3570.00| CURB RAMP, CONCRETE, A | | | 0029 604-07902 9.000 SYS | 100.00000 900.00| 155.00000 1395.00| CURB RAMP, CONCRETE, H | | | 0030 605-06140 40.000 LFT | 50.00000 2000.00| 32.00000 1280.00| CURB AND GUTTER, CONCRETE | | | 0031 610-07487 1750.000 TON | 75.00000 131250.00| 98.58000 172515.00| HMA FOR APPROACHES, TYPE B | | | 0032 611-95023 49.000 EACH | 185.00000 9065.00| 300.00000 14700.00| MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,492.42 ROUTE : 154 CALL ORDER : 290 CONTRACT ID : RS-27712-D COUNTIES : SULLIVAN LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-2126716 |( ) |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 616-02320 1030.000 SYS | 2.00000 2060.00| 3.75000 3862.50| GEOTEXTILES | | | 0034 616-06451 2000.000 TON | 30.00000 60000.00| 30.00000 60000.00| RIPRAP, UNIFORM | | | 0035 621-01004 2.000 EACH | 8000.00000 16000.00| 900.00000 1800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06559 200.000 SYS | 1.00000 200.00| 18.40000 3680.00| MULCHED SEEDING, R | | | 0037 711-91996 LUMP | 10000.00000 10000.00| 13533.00000 13533.00| REPAIR EXISTING STRUCTURE | | | 0038 715-05019 61.000 LFT | 60.00000 3660.00| 115.10000 7021.10| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0039 715-05119 10.000 LFT | 65.00000 650.00| 94.25000 942.50| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0040 715-05121 132.000 LFT | 40.00000 5280.00| 75.95000 10025.40| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0041 715-05123 149.000 LFT | 50.00000 7450.00| 86.10000 12828.90| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0042 715-05125 55.000 LFT | 58.00000 3190.00| 112.75000 6201.25| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0043 715-05128 70.000 LFT | 95.00000 6650.00| 120.80000 8456.00| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0044 715-05235 96.000 LFT | 75.00000 7200.00| 78.00000 7488.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 4.4 | | | SQ. FT. | | | 0045 715-06004 2.000 EACH | 1500.00000 3000.00| 1350.00000 2700.00| CONCRETE ANCHOR, 48 IN. | | | 0046 715-08305 136.000 TON | 75.00000 10200.00| 115.50000 15708.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0047 715-46010 4.000 EACH | 375.00000 1500.00| 302.00000 1208.00| PIPE END SECTION, 18 IN. | | | 0048 715-46020 4.000 EACH | 500.00000 2000.00| 376.25000 1505.00| PIPE END SECTION, 24 IN. | | | 0049 715-46030 4.000 EACH | 550.00000 2200.00| 508.00000 2032.00| PIPE END SECTION, 30 IN. | | | 0050 715-46040 2.000 EACH | 600.00000 1200.00| 638.00000 1276.00| PIPE END SECTION, 36 IN. | | | 0051 715-46080 2.000 EACH | 500.00000 1000.00| 477.50000 955.00| PIPE END SECTION, MIN. AREA 4.4 SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,492.42 ROUTE : 154 CALL ORDER : 290 CONTRACT ID : RS-27712-D COUNTIES : SULLIVAN LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-2126716 |( ) |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 718-52610 14.000 CYS | 125.00000 1750.00| 60.00000 840.00| AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 141.000 SYS | 4.00000 564.00| 4.00000 564.00| GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-45055 1.000 EACH | 1500.00000 1500.00| 1950.00000 1950.00| INLET, M10 | | | 0055 725-06857 60.000 LFT | 164.00000 9840.00| 202.23000 12133.80| PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0056 725-06858 73.000 LFT | 229.00000 16717.00| 217.34000 15865.82| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0057 725-06872 78.000 LFT | 281.00000 21918.00| 218.20000 17019.60| PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0058 725-06873 100.000 LFT | 379.00000 37900.00| 261.64000 26164.00| PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0059 801-06203 3900.000 LFT | 0.50000 1950.00| 0.70000 2730.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0060 801-06207 3900.000 LFT | 1.25000 4875.00| 1.61000 6279.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0061 801-06625 36.000 EACH | 55.00000 1980.00| 55.00000 1980.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 60.000 EACH | 95.00000 5700.00| 95.00000 5700.00| CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP | 24200.00000 24200.00| 85520.95000 85520.95| MAINTAINING TRAFFIC | | | 0064 801-07118 96.000 LFT | 11.00000 1056.00| 11.00000 1056.00| BARRICADE, III-A | | | 0065 808-06712 2580.000 LFT | 0.10000 258.00| 0.09000 232.20| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0066 808-06713 72452.000 LFT | 0.10000 7245.20| 0.09000 6520.68| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 38750.000 LFT | 0.10000 3875.00| 0.09000 3487.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 808-75300 114.000 LFT | 2.35000 267.90| 2.35000 267.90| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0069 808-75996 782.000 EACH | 3.95000 3088.90| 3.95000 3088.90| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 290 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,494,492.42 ROUTE : 154 CALL ORDER : 290 CONTRACT ID : RS-27712-D COUNTIES : SULLIVAN LETTING DATE : 05/25/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-2126716 |( ) |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LL | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 808-75998 782.000 EACH | 17.75000 13880.50| 17.00000 13294.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 808-97322 1.000 EACH | 710.00000 710.00| 710.00000 710.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (SIGNAL AHEAD), 10 | | | FT. HEIGHT | | | 0072 808-97323 288.000 LFT | 4.15000 1195.20| 4.15000 1195.20| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | SECTION TOTALS | $ 1,239,990.70| $ 1,481,356.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,239,990.70| $ 1,481,356.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,497,254.53 ROUTE : 46 CALL ORDER : 300 CONTRACT ID : RS-27757-A COUNTIES : CLAY OWEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 1,748,999.25 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 2,067,290.39 118.1985% 3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,608,841.55 149.1620% ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-2126716 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LLC 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 | 7500.00000 7500.00| 7900.00000 7900.00| 11800.00000 11800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1630.00000 19560.00| 1100.00000 13200.00| 2236.00000 26832.00 FIELD OFFICE, A | | | 0003 105-07577 12.000 MOS | 100.00000 1200.00| 175.00000 2100.00| 230.00000 2760.00 CELLULAR SERVICE | | | 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 110-01001 LUMP | 44000.00000 44000.00| 36000.00000 36000.00| 159026.00000 159026.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 6738.00000 6738.00| 3400.00000 3400.00| 3200.00000 3200.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 2143.000 LFT | 1.60000 3428.80| 3.20000 6857.60| 1.60000 3428.80 GUARDRAIL, REMOVE | | | 0009 202-02271 7.000 EACH | 115.00000 805.00| 270.00000 1890.00| 300.00000 2100.00 HEADWALL, REMOVE | | | 0010 202-93741 87.000 EACH | 225.00000 19575.00| 320.00000 27840.00| 306.01000 26622.87 GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02000 306.000 CYS | 1.00000 306.00| 30.40000 9302.40| 22.00000 6732.00 EXCAVATION, COMMON | | | 0012 203-02070 104.000 CYS | 10.75000 1118.00| 25.00000 2600.00| 22.00000 2288.00 BORROW | | | 0013 211-07454 105.000 CYS | 16.00000 1680.00| 28.30000 2971.50| 28.00000 2940.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,497,254.53 ROUTE : 46 CALL ORDER : 300 CONTRACT ID : RS-27757-A COUNTIES : CLAY OWEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-2126716 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 213-08058 103.000 CYS | 70.00000 7210.00| 69.10000 7117.30| 82.00000 8446.00 FLOWABLE BACKFILL | | | 0015 303-01180 2487.000 TON | 11.00000 27357.00| 19.95000 49615.65| 18.87000 46929.69 COMPACTED AGGREGATE, NO. 53 | | | 0016 304-07491 250.000 TON | 117.50000 29375.00| 100.00000 25000.00| 147.36000 36840.00 HMA PATCHING, TYPE C | | | 0017 306-08033 147900.000 SYS | 0.25000 36975.00| 0.33000 48807.00| 0.94000 139026.00 MILLING, ASPHALT, 1 IN. | | | 0018 306-08034 780.000 SYS | 0.75000 585.00| 0.60000 468.00| 4.67000 3642.60 MILLING, ASPHALT, 1 1/2 IN. | | | 0019 306-08042 67557.000 SYS | 0.60000 40534.20| 0.45000 30400.65| 0.79000 53370.03 MILLING, SCARIFICATION/PROFILE | | | 0020 306-08043 10592.000 SYS | 2.50000 26480.00| 0.33000 3495.36| 2.02000 21395.84 MILLING, TRANSITION | | | 0021 401-06264 LUMP | 11200.00000 11200.00| 1750.00000 1750.00| 9998.72000 9998.72 PROFILOGRAPH, HMA | | | 0022 401-07322 18376.000 TON | 31.50000 578844.00| 37.95000 697369.20| 40.25000 739634.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0023 401-07372 16898.000 TON | 26.00000 439348.00| 31.00000 523838.00| 38.16000 644827.68 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0024 406-05520 94.000 TON | 162.00000 15228.00| 125.00000 11750.00| 185.00000 17390.00 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH | 1415.00000 5660.00| 1485.00000 5940.00| 1415.00000 5660.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02103 25.000 LFT | 19.00000 475.00| 20.00000 500.00| 19.00000 475.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0027 601-06854 2.000 EACH | 2625.00000 5250.00| 2680.00000 5360.00| 2625.00000 5250.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-92948 1694.000 LFT | 2.00000 3388.00| 2.10000 3557.40| 2.00000 3388.00 GUARDRAIL, ADJUST HEIGHT | | | 0029 601-94689 91.000 EACH | 2085.00000 189735.00| 2685.00000 244335.00| 2085.00000 189735.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 875.000 LFT | 13.00000 11375.00| 13.25000 11593.75| 13.00000 11375.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 601-99132 71.000 EACH | 60.00000 4260.00| 65.00000 4615.00| 60.00000 4260.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0032 610-07488 1099.000 TON | 58.00000 63742.00| 66.70000 73303.30| 103.30000 113526.70 HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,497,254.53 ROUTE : 46 CALL ORDER : 300 CONTRACT ID : RS-27757-A COUNTIES : CLAY OWEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-2126716 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 615-06505 7.000 EACH | 750.00000 5250.00| 930.00000 6510.00| 1025.00000 7175.00 MONUMENT, B | | | 0034 615-06525 4.000 EACH | 600.00000 2400.00| 1135.00000 4540.00| 1230.00000 4920.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0035 616-02320 31.000 SYS | 12.00000 372.00| 3.40000 105.40| 9.00000 279.00 GEOTEXTILES | | | 0036 616-06405 2.000 TON | 100.00000 200.00| 195.00000 390.00| 205.00000 410.00 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH | 570.00000 570.00| 700.00000 700.00| 675.00000 675.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 1531.000 SYS | 1.45000 2219.95| 1.65000 2526.15| 1.55000 2373.05 EROSION CONTROL BLANKET | | | 0039 621-06559 1531.000 SYS | 0.85000 1301.35| 0.93000 1423.83| 0.88000 1347.28 MULCHED SEEDING, R | | | 0040 622-52436 4.000 EACH | 20.00000 80.00| 35.00000 140.00| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 706-08188 118.000 LFT | 65.50000 7729.00| 50.50000 5959.00| 65.50000 7729.00 RAILING, TR RETROFIT THRIE BEAM TO | | | ALUMINUM RAIL | | | 0042 714-02930 1.000 EACH | 2600.00000 2600.00| 5800.00000 5800.00| 3600.00000 3600.00 HEADWALL STRUCTURE 4F | | | 0043 715-03475 1.000 EACH | 300.00000 300.00| 590.00000 590.00| 1465.00000 1465.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0044 715-05119 237.000 LFT | 32.00000 7584.00| 41.30000 9788.10| 125.00000 29625.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0045 715-05123 62.000 LFT | 63.00000 3906.00| 79.95000 4956.90| 137.00000 8494.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0046 715-08306 42.000 TON | 100.00000 4200.00| 115.00000 4830.00| 350.00000 14700.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0047 715-97404 3.000 EACH | 1600.00000 4800.00| 3350.00000 10050.00| 6300.00000 18900.00 GRATED BOX END SECTION, I, 3:1, 15 IN. | | | 0048 715-97836 2.000 EACH | 1900.00000 3800.00| 3895.00000 7790.00| 7125.00000 14250.00 GRATED BOX END SECTION, II, 4:1, 15 IN. | | | 0049 720-45030 1.000 EACH | 1250.00000 1250.00| 995.00000 995.00| 2180.00000 2180.00 INLET, E7 | | | 0050 720-45140 2.000 EACH | 1350.00000 2700.00| 1150.00000 2300.00| 3740.00000 7480.00 INLET, G7, MODIFIED | | | 0051 801-03290 5.000 EACH | 30.00000 150.00| 31.50000 157.50| 30.00000 150.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,497,254.53 ROUTE : 46 CALL ORDER : 300 CONTRACT ID : RS-27757-A COUNTIES : CLAY OWEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-2126716 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 801-04308 2.000 EACH | 115.00000 230.00| 120.00000 240.00| 115.00000 230.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06203 15300.000 LFT | 0.25000 3825.00| 0.40000 6120.00| 0.28000 4284.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0054 801-06207 7650.000 LFT | 0.95000 7267.50| 0.74000 5661.00| 1.10000 8415.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06624 2.000 EACH | 110.00000 220.00| 115.00000 230.00| 110.00000 220.00 STANDARD BARRICADE, IIIB, WITH SIGNS | | | 0056 801-06625 25.000 EACH | 80.00000 2000.00| 84.00000 2100.00| 80.00000 2000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 71.000 EACH | 70.00000 4970.00| 74.00000 5254.00| 70.00000 4970.00 CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP | 500.00000 500.00| 36500.00000 36500.00| 82487.84000 82487.84 MAINTAINING TRAFFIC | | | 0059 801-07119 320.000 LFT | 3.00000 960.00| 3.15000 1008.00| 3.00000 960.00 BARRICADE, III-B | | | 0060 801-99182 3.000 EACH | 4000.00000 12000.00| 4200.00000 12600.00| 4000.00000 12000.00 TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0061 804-04435 1.000 EACH | 7.00000 7.00| 3.00000 3.00| 7.00000 7.00 DELINEATOR POST, REMOVE | | | 0062 804-76350 1.000 EACH | 25.00000 25.00| 20.00000 20.00| 25.00000 25.00 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0063 808-03631 1009.000 LFT | 0.70000 706.30| 0.74000 746.66| 0.70000 706.30 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0064 808-03632 800.000 LFT | 0.70000 560.00| 0.74000 592.00| 0.70000 560.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0065 808-04896 26.000 LFT | 0.70000 18.20| 0.74000 19.24| 0.70000 18.20 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0066 808-06703 146876.000 LFT | 0.21000 30843.96| 0.22000 32312.72| 0.21000 30843.96 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-06716 1835.000 LFT | 0.25000 458.75| 0.26000 477.10| 0.25000 458.75 LINE, REMOVE | | | 0068 808-75240 10753.000 LFT | 0.21000 2258.13| 0.22000 2365.66| 0.21000 2258.13 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0069 808-75245 98491.000 LFT | 0.21000 20683.11| 0.22000 21668.02| 0.21000 20683.11 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,497,254.53 ROUTE : 46 CALL ORDER : 300 CONTRACT ID : RS-27757-A COUNTIES : CLAY OWEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-2126716 |ROGERS GROUP, INC. |O`MARA, DAVE CONTRACTOR |WABASH VALLEY ASPHALT CO. LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 808-75996 1780.000 EACH | 4.00000 7120.00| 3.90000 6942.00| 5.00000 8900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,748,999.25| $ 2,067,290.39| $ 2,608,841.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,748,999.25| $ 2,067,290.39| $ 2,608,841.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,903,860.63 ROUTE : 246 CALL ORDER : 310 CONTRACT ID : RS-27758-A COUNTIES : VIGO LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,737,674.75 100.0000% ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP | 1487.84000 1487.84| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 2001.25000 24015.00| | FIELD OFFICE, A | | | 0003 105-07577 12.000 MOS | 230.00000 2760.00| | CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 86392.00000 86392.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 343.000 LFT | 3.00000 1029.00| | GUARDRAIL, REMOVE | | | 0008 202-93741 8.000 EACH | 372.86000 2982.88| | GUARD RAIL END TREATMENT, REMOVE | | | 0009 205-06931 59.000 TON | 96.54000 5695.86| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 6475.000 LFT | 1.10000 7122.50| | TEMPORARY SILT FENCE | | | 0011 301-07448 7804.000 TON | 15.38000 120025.52| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-07449 1214.000 TON | 23.06000 27994.84| | COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07491 208.000 TON | 105.23000 21887.84| | HMA PATCHING, TYPE C | | | 0014 304-07494 4303.000 TON | 50.13000 215709.39| | WIDENING WITH HMA, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,903,860.63 ROUTE : 246 CALL ORDER : 310 CONTRACT ID : RS-27758-A COUNTIES : VIGO LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 306-08033 91593.000 SYS | 0.75000 68694.75| | MILLING, ASPHALT, 1 IN. | | | 0016 306-08043 3641.000 SYS | 2.77000 10085.57| | MILLING, TRANSITION | | | 0017 401-06264 LUMP | 4519.36000 4519.36| | PROFILOGRAPH, HMA | | | 0018 401-07322 9231.000 TON | 39.18000 361670.58| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 401-07372 12176.000 TON | 33.45000 407287.20| | QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0020 406-05520 55.000 TON | 185.00000 10175.00| | ASPHALT FOR TACK COAT | | | 0021 601-94689 8.000 EACH | 2200.00000 17600.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 225.000 LFT | 13.30000 2992.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 610-07488 554.000 TON | 91.15000 50497.10| | HMA FOR APPROACHES, TYPE C | | | 0024 615-06505 20.000 EACH | 930.00000 18600.00| | MONUMENT, B | | | 0025 621-01004 1.000 EACH | 950.00000 950.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-02468 775.000 LBS | 9.20000 7130.00| | SEED MIXTURE, GRASS, 1 | | | 0027 801-03290 5.000 EACH | 120.00000 600.00| | CONSTRUCTION SIGN, C | | | 0028 801-06203 7725.000 LFT | 0.18000 1390.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06207 3863.000 LFT | 1.19000 4596.97| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0030 801-06640 47.000 EACH | 98.00000 4606.00| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP | 71741.76000 71741.76| | MAINTAINING TRAFFIC | | | 0032 808-03631 350.000 LFT | 3.75000 1312.50| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0033 808-04896 44.000 LFT | 3.75000 165.00| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,903,860.63 ROUTE : 246 CALL ORDER : 310 CONTRACT ID : RS-27758-A COUNTIES : VIGO LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2126716 |( ) |( ) |WABASH VALLEY ASPHALT CO. LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 808-06703 73942.000 LFT | 0.25000 18485.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0035 808-06716 3863.000 LFT | 0.30000 1158.90| | LINE, REMOVE | | | 0036 808-75240 7493.000 LFT | 0.24000 1798.32| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0037 808-75245 27135.000 LFT | 0.24000 6512.40| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0038 808-75996 726.000 EACH | 3.95000 2867.70| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0039 203-02000 1606.000 CYS | 29.19000 46879.14| | EXCAVATION, COMMON | | | 0040 402-07442 1817.000 TON | 53.49000 97191.33| | HMA BASE, TYPE C | | | 0041 808-04298 2.000 EACH | 375.00000 750.00| | PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0042 808-75297 48.000 LFT | 6.50000 312.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 1,737,674.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,737,674.75| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,024.43 ROUTE : 136 CALL ORDER : 320 CONTRACT ID : RS-27759-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/05 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. $ 1,158,447.93 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,275,340.49 110.0904% 3 31-4351261 SHELLY & SANDS, INC. $ 1,349,590.96 116.4999% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,404,717.29 121.2586% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, 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 | 5300.00000 5300.00| 5100.00000 5100.00| 5831.78000 5831.78 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 150.00000 150.00| 100.00000 100.00| 26.51000 26.51 PHONE(SUPERVISOR) | | | 0003 105-06905 1.000 EACH | 150.00000 150.00| 100.00000 100.00| 26.51000 26.51 PHONE(INSPECTOR) | | | 0004 105-06906 9.000 MOS | 100.00000 900.00| 125.00000 1125.00| 42.41000 381.69 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 9.000 MOS | 50.00000 450.00| 125.00000 1125.00| 42.41000 381.69 CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07038 8.000 MOS | 2000.00000 16000.00| 2125.00000 17000.00| 1630.25000 13042.00 FIELD OFFICE, A | | | 0007 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0008 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0009 110-01001 LUMP | 22000.00000 22000.00| 51100.00000 51100.00| 67485.00000 67485.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-91385 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 4087.66000 4087.66 INLET, REMOVE | | | 0011 202-93741 9.000 EACH | 300.00000 2700.00| 500.00000 4500.00| 227.97000 2051.73 GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-96133 60.000 LFT | 13.00000 780.00| 13.50000 810.00| 34.00000 2040.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,024.43 ROUTE : 136 CALL ORDER : 320 CONTRACT ID : RS-27759-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02000 20.000 CYS | 55.00000 1100.00| 17.00000 340.00| 50.88000 1017.60 EXCAVATION, COMMON | | | 0014 203-02080 7.000 MILE | 1855.00000 12985.00| 7500.00000 52500.00| 7200.00000 50400.00 LINEAR GRADING | | | 0015 213-04324 20.000 CYS | 47.00000 940.00| 52.00000 1040.00| 52.49000 1049.80 FLOWABLE FILL | | | 0016 304-07490 500.000 TON | 110.00000 55000.00| 90.00000 45000.00| 96.46000 48230.00 HMA PATCHING, TYPE B | | | 0017 306-08033 110731.000 SYS | 0.40000 44292.40| 0.43000 47614.33| 0.76000 84155.56 MILLING, ASPHALT, 1 IN. | | | 0018 306-08034 4699.000 SYS | 0.40000 1879.60| 1.10000 5168.90| 2.42000 11371.58 MILLING, ASPHALT, 1 1/2 IN. | | | 0019 306-08043 15748.000 SYS | 0.35000 5511.80| 2.30000 36220.40| 1.44000 22677.12 MILLING, TRANSITION | | | 0020 401-06264 LUMP | 3000.00000 3000.00| 5500.00000 5500.00| 5301.62000 5301.62 PROFILOGRAPH, HMA | | | 0021 401-07321 10350.000 TON | 33.00000 341550.00| 32.00000 331200.00| 33.21000 343723.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07356 11785.000 TON | 30.00000 353550.00| 31.00000 365335.00| 29.57000 348482.45 QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0023 402-07451 300.000 TON | 40.00000 12000.00| 37.00000 11100.00| 37.80000 11340.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 60.000 TON | 170.00000 10200.00| 175.00000 10500.00| 198.81000 11928.60 ASPHALT FOR TACK COAT | | | 0025 601-01846 1.000 EACH | 1900.00000 1900.00| 1750.00000 1750.00| 1818.46000 1818.46 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-94689 8.000 EACH | 2600.00000 20800.00| 2250.00000 18000.00| 2338.02000 18704.16 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 38.000 LFT | 30.00000 1140.00| 17.25000 655.50| 18.03000 685.14 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-07487 997.000 TON | 69.00000 68793.00| 70.00000 69790.00| 85.39000 85133.83 HMA FOR APPROACHES, TYPE B | | | 0029 612-04315 115.000 TON | 772.00000 88780.00| 772.00000 88780.00| 818.57000 94135.55 ASPHALT MATERIAL FOR UNDERSEAL | | | 0030 612-60410 1947.000 EACH | 5.20000 10124.40| 5.20000 10124.40| 5.51000 10727.97 DRILLED HOLE FOR UNDERSEAL | | | 0031 715-05121 60.000 LFT | 30.00000 1800.00| 63.00000 3780.00| 110.67000 6640.20 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,024.43 ROUTE : 136 CALL ORDER : 320 CONTRACT ID : RS-27759-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 715-08305 10.000 TON | 35.00000 350.00| 100.00000 1000.00| 53.02000 530.20 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0033 720-45035 2.000 EACH | 400.00000 800.00| 1500.00000 3000.00| 362.58000 725.16 INLET, F7 | | | 0034 801-03290 4.000 EACH | 65.00000 260.00| 65.00000 260.00| 68.92000 275.68 CONSTRUCTION SIGN, C | | | 0035 801-06203 7150.000 LFT | 0.19000 1358.50| 0.21000 1501.50| 0.88000 6292.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0036 801-06207 3650.000 LFT | 0.55000 2007.50| 1.05000 3832.50| 2.12000 7738.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06640 54.000 EACH | 70.00000 3780.00| 72.00000 3888.00| 74.22000 4007.88 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP | 30000.00000 30000.00| 39000.00000 39000.00| 36994.41000 36994.41 MAINTAINING TRAFFIC | | | 0039 805-78470 1680.000 LFT | 0.32000 537.60| 0.52000 873.60| 0.53000 890.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-78795 420.000 LFT | 6.44000 2704.80| 6.70000 2814.00| 6.89000 2893.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 805-92951 3.000 EACH | 135.00000 405.00| 155.00000 465.00| 159.05000 477.15 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0042 808-03631 542.000 LFT | 1.20000 650.40| 1.25000 677.50| 1.27000 688.34 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0043 808-03632 130.000 LFT | 1.20000 156.00| 1.25000 162.50| 1.27000 165.10 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0044 808-04896 68.000 LFT | 1.20000 81.60| 1.25000 85.00| 1.27000 86.36 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0045 808-06703 73000.000 LFT | 0.20000 14600.00| 0.21000 15330.00| 0.22000 16060.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0046 808-06716 740.000 LFT | 0.25000 185.00| 0.25000 185.00| 0.27000 199.80 LINE, REMOVE | | | 0047 808-75240 5161.000 LFT | 0.21000 1083.81| 0.22000 1135.42| 0.22000 1135.42 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 44702.000 LFT | 0.21000 9387.42| 0.22000 9834.44| 0.22000 9834.44 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 73.000 LFT | 2.50000 182.50| 2.60000 189.80| 2.65000 193.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,024.43 ROUTE : 136 CALL ORDER : 320 CONTRACT ID : RS-27759-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-4351261 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-75320 10.000 EACH | 48.00000 480.00| 50.00000 500.00| 50.90000 509.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0051 808-75325 3.000 EACH | 52.00000 156.00| 53.00000 159.00| 55.14000 165.42 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0052 808-75996 882.000 EACH | 4.80000 4233.60| 4.30000 3792.60| 6.84000 6032.88 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 801-04308 7.000 EACH | 35.00000 245.00| 36.00000 252.00| 37.11000 259.77 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 9.000 EACH | 25.00000 225.00| 26.00000 234.00| 26.51000 238.59 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06645 6.000 EACH | 10.00000 60.00| 10.35000 62.10| 10.60000 63.60 CONSTRUCTION SIGN, B | | | 0056 801-07118 60.000 LFT | 2.00000 120.00| 2.05000 123.00| 2.12000 127.20 BARRICADE, III-A | | | 0057 801-07119 60.000 LFT | 2.00000 120.00| 2.05000 123.00| 2.12000 127.20 BARRICADE, III-B | | | SECTION TOTALS | $ 1,158,447.93| $ 1,275,340.49| $ 1,349,590.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,158,447.93| $ 1,275,340.49| $ 1,349,590.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,024.43 ROUTE : 136 CALL ORDER : 320 CONTRACT ID : RS-27759-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET ASPHALT PAVING CO. I | | 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 | 4400.00000 4400.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 150.00000 150.00| | PHONE(SUPERVISOR) | | | 0003 105-06905 1.000 EACH | 150.00000 150.00| | PHONE(INSPECTOR) | | | 0004 105-06906 9.000 MOS | 70.00000 630.00| | CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 9.000 MOS | 70.00000 630.00| | CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07038 8.000 MOS | 1500.00000 12000.00| | FIELD OFFICE, A | | | 0007 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0008 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0009 110-01001 LUMP | 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-91385 1.000 EACH | 600.00000 600.00| | INLET, REMOVE | | | 0011 202-93741 9.000 EACH | 223.00000 2007.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-96133 60.000 LFT | 35.00000 2100.00| | PIPE, REMOVE | | | 0013 203-02000 20.000 CYS | 46.00000 920.00| | EXCAVATION, COMMON | | | 0014 203-02080 7.000 MILE | 6420.00000 44940.00| | LINEAR GRADING | | | 0015 213-04324 20.000 CYS | 59.00000 1180.00| | FLOWABLE FILL | | | 0016 304-07490 500.000 TON | 100.00000 50000.00| | HMA PATCHING, TYPE B | | | 0017 306-08033 110731.000 SYS | 0.56000 62009.36| | MILLING, ASPHALT, 1 IN. | | | 0018 306-08034 4699.000 SYS | 1.20000 5638.80| | MILLING, ASPHALT, 1 1/2 IN. | | | 0019 306-08043 15748.000 SYS | 1.50000 23622.00| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,024.43 ROUTE : 136 CALL ORDER : 320 CONTRACT ID : RS-27759-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET ASPHALT PAVING CO. I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-06264 LUMP | 4500.00000 4500.00| | PROFILOGRAPH, HMA | | | 0021 401-07321 10350.000 TON | 37.00000 382950.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07356 11785.000 TON | 34.30000 404225.50| | QC/QA-HMA, 2, 64, INTERMEDIATE, 9.5 mm | | | 0023 402-07451 300.000 TON | 35.00000 10500.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05520 60.000 TON | 150.00000 9000.00| | ASPHALT FOR TACK COAT | | | 0025 601-01846 1.000 EACH | 1784.00000 1784.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-94689 8.000 EACH | 2293.00000 18344.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 38.000 LFT | 17.50000 665.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-07487 997.000 TON | 70.00000 69790.00| | HMA FOR APPROACHES, TYPE B | | | 0029 612-04315 115.000 TON | 800.00000 92000.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0030 612-60410 1947.000 EACH | 5.20000 10124.40| | DRILLED HOLE FOR UNDERSEAL | | | 0031 715-05121 60.000 LFT | 40.00000 2400.00| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0032 715-08305 10.000 TON | 57.00000 570.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0033 720-45035 2.000 EACH | 987.00000 1974.00| | INLET, F7 | | | 0034 801-03290 4.000 EACH | 67.00000 268.00| | CONSTRUCTION SIGN, C | | | 0035 801-06203 7150.000 LFT | 0.80000 5720.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0036 801-06207 3650.000 LFT | 0.80000 2920.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06640 54.000 EACH | 72.00000 3888.00| | CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP | 63056.00000 63056.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,024.43 ROUTE : 136 CALL ORDER : 320 CONTRACT ID : RS-27759-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET ASPHALT PAVING CO. I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 805-78470 1680.000 LFT | 0.52000 873.60| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-78795 420.000 LFT | 6.70000 2814.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 805-92951 3.000 EACH | 156.00000 468.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0042 808-03631 542.000 LFT | 1.25000 677.50| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0043 808-03632 130.000 LFT | 1.25000 162.50| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0044 808-04896 68.000 LFT | 1.25000 85.00| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0045 808-06703 73000.000 LFT | 0.21000 15330.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0046 808-06716 740.000 LFT | 0.25000 185.00| | LINE, REMOVE | | | 0047 808-75240 5161.000 LFT | 0.21000 1083.81| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0048 808-75245 44702.000 LFT | 0.21000 9387.42| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0049 808-75297 73.000 LFT | 2.60000 189.80| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0050 808-75320 10.000 EACH | 49.90000 499.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0051 808-75325 3.000 EACH | 54.00000 162.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0052 808-75996 882.000 EACH | 7.20000 6350.40| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 801-04308 7.000 EACH | 36.40000 254.80| | ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 9.000 EACH | 26.00000 234.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06645 6.000 EACH | 10.40000 62.40| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 320 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,753,024.43 ROUTE : 136 CALL ORDER : 320 CONTRACT ID : RS-27759-A COUNTIES : HENDRICKS LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET ASPHALT PAVING CO. I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-07118 60.000 LFT | 2.00000 120.00| | BARRICADE, III-A | | | 0057 801-07119 60.000 LFT | 2.00000 120.00| | BARRICADE, III-B | | | SECTION TOTALS | $ 1,404,717.29| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,404,717.29| $ 0.00| $ ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,236,586.71 ROUTE : 469 CALL ORDER : 350 CONTRACT ID : RS-27932-A COUNTIES : ALLEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/22/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,163,918.13 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,199,088.21 103.0217% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION 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 8.000 MOS | 1000.00000 8000.00| 1580.00000 12640.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 58000.00000 58000.00| 59000.00000 59000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 303-07449 720.000 TON | 18.00000 12960.00| 19.00000 13680.00| COMPACTED AGGREGATE, NO. 73 | | | 0007 306-08032 14571.000 SYS | 0.01000 145.71| 0.01000 145.71| MILLING, TRANSITION | | | 0009 306-08036 2500.000 SYS | 2.00000 5000.00| 5.00000 12500.00| MILLING, ASPHALT, 2 IN. | | | 0010 401-06264 LUMP | 3000.00000 3000.00| 2000.00000 2000.00| PROFILOGRAPH, HMA | | | 0011 401-07320 4579.000 TON | 33.00000 151107.00| 40.00000 183160.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0012 401-07330 8521.000 TON | 40.00000 340840.00| 28.50000 242848.50| QC/QA-HMA, 5, 70, SURFACE, 9.5 mm --SMA | | | 0013 402-07452 567.000 TON | 40.00000 22680.00| 31.00000 17577.00| HMA, TYPE C, WEDGE AND LEVEL | | | 0014 406-05520 27.000 TON | 165.00000 4455.00| 215.00000 5805.00| ASPHALT FOR TACK COAT | | | 0015 606-07484 69500.000 LFT | 0.20000 13900.00| 0.01000 695.00| MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,236,586.71 ROUTE : 469 CALL ORDER : 350 CONTRACT ID : RS-27932-A COUNTIES : ALLEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 616-02320 100.000 SYS | 1.00000 100.00| 3.85000 385.00| GEOTEXTILES | | | 0017 616-06405 75.000 TON | 45.00000 3375.00| 28.00000 2100.00| RIPRAP, REVETMENT | | | 0018 715-03405 255.000 LFT | 300.00000 76500.00| 299.10000 76270.50| PIPE, POLYETHYLENE LINER, 60 IN | | | 0019 801-01093 28.000 EACH | 300.00000 8400.00| 498.00000 13944.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0020 801-06207 10500.000 LFT | 0.40000 4200.00| 3.00000 31500.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 32.000 EACH | 60.00000 1920.00| 91.00000 2912.00| CONSTRUCTION SIGN, A | | | 0022 801-06710 200.000 DAY | 21.50000 4300.00| 0.01000 2.00| FLASHING ARROW SIGN | | | 0023 801-06775 LUMP | 191200.00000 191200.00| 105100.00000 105100.00| MAINTAINING TRAFFIC | | | 0024 801-09133 8.000 EACH | 4995.00000 39960.00| 4995.00000 39960.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0025 801-92448 300.000 DAY | 1.00000 300.00| 1.60000 480.00| CONSTRUCTION SIGNS, MOBILE | | | 0026 804-04435 50.000 EACH | 1.00000 50.00| 4.00000 200.00| DELINEATOR POST, REMOVE | | | 0027 804-06771 48.000 EACH | 10.00000 480.00| 37.00000 1776.00| DELINEATOR POST, FLEXIBLE | | | 0028 808-01328 2.000 EACH | 285.00000 570.00| 285.00000 570.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WRONG WAY RAMP ARROW | | | 0029 808-03631 33100.000 LFT | 0.33000 10923.00| 0.27000 8937.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0030 808-03632 33000.000 LFT | 0.33000 10890.00| 0.27000 8910.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0031 808-05534 5400.000 LFT | 1.15000 6210.00| 0.80000 4320.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0032 808-05535 600.000 LFT | 10.00000 6000.00| 10.00000 6000.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0033 808-06194 1500.000 LFT | 1.50000 2250.00| 1.50000 2250.00| LINE, EPOXY, SOLID, WHITE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,236,586.71 ROUTE : 469 CALL ORDER : 350 CONTRACT ID : RS-27932-A COUNTIES : ALLEN LETTING DATE : 05/25/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 808-06368 300.000 LFT | 2.00000 600.00| 2.00000 600.00| TRANSVERSE MARKING, REMOVE | | | 0035 808-06716 5100.000 LFT | 0.14000 714.00| 0.14000 714.00| LINE, REMOVE | | | 0036 808-74805 20.000 LFT | 10.50000 210.00| 10.50000 210.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0037 808-75061 5500.000 LFT | 2.85000 15675.00| 2.65000 14575.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0038 808-75994 50.000 EACH | 5.45000 272.50| 5.45000 272.50| PRISMATIC REFLECTOR | | | 0039 808-75996 740.000 EACH | 4.32000 3196.80| 2.10000 1554.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-75998 740.000 EACH | 18.00000 13320.00| 21.00000 15540.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0041 210-08372 1.000 EACH | 8512.12000 8512.12| 10253.00000 10253.00| ROADWAY WEATHER INFORMATION SYSTEM , | | | REPLACEMENT AND RECONNECT | | | 0042 306-08034 143000.000 SYS | 0.90000 128700.00| 2.00000 286000.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0043 304-07783 100.000 TON | 50.00000 5000.00| 137.00000 13700.00| HMA PATCHING, TYPE D | | | SECTION TOTALS | $ 1,163,918.13| $ 1,199,088.21| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,163,918.13| $ 1,199,088.21| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,533,376.01 ROUTE : SR 39 CALL ORDER : 360 CONTRACT ID : RS-27946-A COUNTIES : JACKSON WASHINGTON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 888,839.66 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 919,000.00 103.3932% 3 35-0844079 ROHE, PAUL H. COMPANY $ 998,500.32 112.3375% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |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 | 1000.00000 6000.00| 1100.00000 6600.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 22000.00000 22000.00| 45950.00000 45950.00| 30615.00000 30615.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 3000.000 TON | 13.75000 41250.00| 15.70000 47100.00| 16.50000 49500.00 COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 600.000 TON | 71.50000 42900.00| 100.00000 60000.00| 65.00000 39000.00 HMA PATCHING, TYPE B | | | 0007 306-08042 211648.000 SYS | 0.20000 42329.60| 0.10000 21164.80| 0.26000 55028.48 MILLING, SCARIFICATION/PROFILE | | | 0008 306-08043 14112.000 SYS | 0.20000 2822.40| 0.10000 1411.20| 0.30000 4233.60 MILLING, TRANSITION | | | 0009 401-07327 18173.000 TON | 32.25000 586079.25| 32.00000 581536.00| 34.25000 622425.25 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0010 402-07451 150.000 TON | 50.00000 7500.00| 32.00000 4800.00| 55.00000 8250.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 78.000 TON | 180.00000 14040.00| 170.00000 13260.00| 210.00000 16380.00 ASPHALT FOR TACK COAT | | | 0012 610-07487 1164.300 TON | 40.00000 46572.00| 42.00000 48900.60| 65.00000 75679.50 HMA FOR APPROACHES, TYPE B | | | 0013 615-06525 9.000 EACH | 250.00000 2250.00| 260.00000 2340.00| 350.00000 3150.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,533,376.01 ROUTE : SR 39 CALL ORDER : 360 CONTRACT ID : RS-27946-A COUNTIES : JACKSON WASHINGTON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 720-44000 1.000 EACH | 500.00000 500.00| 260.00000 260.00| 275.00000 275.00 CASTING, ADJUST TO GRADE | | | 0015 801-06207 39931.000 LFT | 0.25000 9982.75| 0.75000 29948.25| 0.70000 27951.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0016 801-06640 47.000 EACH | 105.00000 4935.00| 105.00000 4935.00| 70.00000 3290.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 32000.00000 32000.00| 19622.67000 19622.67| 26200.00000 26200.00 MAINTAINING TRAFFIC | | | 0018 808-06712 9926.250 LFT | 0.08000 794.10| 0.08000 794.10| 0.10000 992.63 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 159724.000 LFT | 0.08000 12777.92| 0.09000 14375.16| 0.08000 12777.92 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 108558.000 LFT | 0.08000 8684.64| 0.09000 9770.22| 0.08000 8684.64 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 84.000 LFT | 5.00000 420.00| 7.50000 630.00| 3.15000 264.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 401-06264 LUMP | 5000.00000 5000.00| 5600.00000 5600.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | SECTION TOTALS | $ 888,839.66| $ 919,000.00| $ 998,500.32 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 888,839.66| $ 919,000.00| $ 998,500.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,243,635.54 ROUTE : SR 62 CALL ORDER : 370 CONTRACT ID : RS-27952-A COUNTIES : JEFFERSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 779,077.73 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 829,000.00 106.4079% 3 35-0844079 ROHE, PAUL H. COMPANY $ 928,910.25 119.2320% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |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 | 1000.00000 6000.00| 1100.00000 6600.00| 1700.00000 10200.00 FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 8000.00000 8000.00| 41400.00000 41400.00| 43125.00000 43125.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07491 200.000 TON | 75.00000 15000.00| 90.00000 18000.00| 65.00000 13000.00 HMA PATCHING, TYPE C | | | 0006 306-08034 171027.000 SYS | 0.25000 42756.75| 0.01000 1710.27| 0.30000 51308.10 MILLING, ASPHALT, 1 1/2 IN. | | | 0007 306-08043 10975.000 SYS | 0.50000 5487.50| 1.13000 12401.75| 1.00000 10975.00 MILLING, TRANSITION | | | 0008 401-07334 14109.730 TON | 36.00000 507950.28| 38.00000 536169.74| 39.50000 557334.34 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0009 402-07452 100.000 TON | 50.00000 5000.00| 38.00000 3800.00| 55.00000 5500.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0010 406-05520 60.600 TON | 180.00000 10908.00| 170.00000 10302.00| 200.00000 12120.00 ASPHALT FOR TACK COAT | | | 0011 610-07488 905.440 TON | 50.00000 45272.00| 45.00000 40744.80| 75.00000 67908.00 HMA FOR APPROACHES, TYPE C | | | 0012 720-44000 67.000 EACH | 100.00000 6700.00| 245.00000 16415.00| 300.00000 20100.00 CASTING, ADJUST TO GRADE | | | 0013 801-06203 10471.000 LFT | 0.60000 6282.60| 0.26000 2722.46| 0.70000 7329.70 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,243,635.54 ROUTE : SR 62 CALL ORDER : 370 CONTRACT ID : RS-27952-A COUNTIES : JEFFERSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06207 10471.000 LFT | 0.25000 2617.75| 0.75000 7853.25| 0.75000 7853.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 52.000 EACH | 105.00000 5460.00| 105.00000 5460.00| 64.00000 3328.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 20000.00000 20000.00| 41079.58000 41079.58| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0017 805-02503 14125.000 LFT | 0.30000 4237.50| 0.30000 4237.50| 0.30000 4237.50 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0018 805-78510 1413.000 LFT | 0.50000 706.50| 0.50000 706.50| 0.75000 1059.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0019 805-78795 4520.000 LFT | 6.00000 27120.00| 6.00000 27120.00| 7.20000 32544.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0020 808-01226 877.000 EACH | 18.50000 16224.50| 17.40000 15259.80| 17.40000 15259.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0021 808-06701 10471.000 LFT | 0.25000 2617.75| 0.25000 2617.75| 0.23000 2408.33 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0022 808-06703 16571.000 LFT | 0.25000 4142.75| 0.25000 4142.75| 0.22000 3645.62 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0023 808-75240 7662.000 LFT | 0.25000 1915.50| 0.25000 1915.50| 0.23000 1762.26 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0024 808-75245 42910.000 LFT | 0.25000 10727.50| 0.25000 10727.50| 0.22000 9440.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0025 808-75247 2180.000 LFT | 0.35000 763.00| 0.01000 21.80| 0.27000 588.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | | IN. | | | 0026 808-75297 894.000 LFT | 4.00000 3576.00| 3.90000 3486.60| 2.20000 1966.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0027 808-75320 49.000 EACH | 50.00000 2450.00| 60.00000 2940.00| 48.00000 2352.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 36.000 EACH | 75.00000 2700.00| 65.00000 2340.00| 50.00000 1800.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,243,635.54 ROUTE : SR 62 CALL ORDER : 370 CONTRACT ID : RS-27952-A COUNTIES : JEFFERSON LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 808-75340 6.000 EACH | 400.00000 2400.00| 295.00000 1770.00| 250.00000 1500.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0030 808-75996 877.000 EACH | 8.05000 7059.85| 4.85000 4253.45| 6.00000 5262.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 401-06264 LUMP | 5000.00000 5000.00| 2800.00000 2800.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | SECTION TOTALS | $ 779,077.73| $ 829,000.00| $ 928,910.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 779,077.73| $ 829,000.00| $ 928,910.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,453,377.65 ROUTE : 160 CALL ORDER : 380 CONTRACT ID : RS-27958-A COUNTIES : CLARK SCOTT LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT WASHINGTON CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 859,000.00 100.0000% 2 35-1357381 O`MARA, DAVE CONTRACTOR $ 864,066.92 100.5899% ==================================================================================================================================== |( 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 105-07038 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 42000.00000 42000.00| 18000.00000 18000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 120.000 TON | 18.00000 2160.00| 20.00000 2400.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 691.000 TON | 120.00000 82920.00| 65.00000 44915.00| HMA PATCHING, TYPE B | | | 0007 306-08032 14954.000 SYS | 0.38000 5682.52| 0.40000 5981.60| MILLING, TRANSITION | | | 0008 306-08042 202608.000 SYS | 0.10000 20260.80| 0.25000 50652.00| MILLING, SCARIFICATION/PROFILE | | | 0009 401-07327 16715.000 TON | 31.00000 518165.00| 32.50000 543237.50| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0010 402-07451 800.000 TON | 31.00000 24800.00| 40.00000 32000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 72.000 TON | 170.00000 12240.00| 180.00000 12960.00| ASPHALT FOR TACK COAT | | | 0012 610-07487 1234.000 TON | 44.00000 54296.00| 50.00000 61700.00| HMA FOR APPROACHES, TYPE B | | | 0013 615-06525 1.000 EACH | 260.00000 260.00| 200.00000 200.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,453,377.65 ROUTE : 160 CALL ORDER : 380 CONTRACT ID : RS-27958-A COUNTIES : CLARK SCOTT LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT WASHINGTON 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06207 22604.000 LFT | 1.30000 29385.20| 0.50000 11302.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 39.000 EACH | 105.00000 4095.00| 90.00000 3510.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 11902.91000 11902.91| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0017 808-04298 2.000 EACH | 295.00000 590.00| 500.00000 1000.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0018 808-06712 6912.250 LFT | 0.09000 622.10| 0.08000 552.98| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0019 808-06713 180830.000 LFT | 0.09000 16274.70| 0.08000 14466.40| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0020 808-06714 145693.000 LFT | 0.09000 13112.37| 0.08000 11655.44| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0021 808-75297 90.000 LFT | 7.90000 711.00| 4.00000 360.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0022 808-97323 96.000 LFT | 4.90000 470.40| 7.00000 672.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0023 401-06264 LUMP | 5600.00000 5600.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0024 805-05906 1.000 EACH | 6850.00000 6850.00| 7500.00000 7500.00| ATR STATION- 2 LANE | | | SECTION TOTALS | $ 859,000.00| $ 864,066.92| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 859,000.00| $ 864,066.92| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,850.50 ROUTE : 356 CALL ORDER : 390 CONTRACT ID : RS-27962-A COUNTIES : JEFFERSON SCOTT LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 765,961.56 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 908,000.00 118.5438% 3 35-0844079 ROHE, PAUL H. COMPANY $ 1,078,677.41 140.8266% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |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 6.000 MOS | 1000.00000 6000.00| 1100.00000 6600.00| 1950.00000 11700.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 7000.00000 7000.00| 45400.00000 45400.00| 44600.00000 44600.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 2975.000 TON | 12.00000 35700.00| 14.75000 43881.25| 15.25000 45368.75 COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07489 218.000 TON | 60.00000 13080.00| 90.00000 19620.00| 75.00000 16350.00 HMA PATCHING, TYPE A | | | 0007 306-08042 230750.000 SYS | 0.20000 46150.00| 0.09000 20767.50| 0.28000 64610.00 MILLING, SCARIFICATION/PROFILE | | | 0008 306-08043 19998.000 SYS | 0.20000 3999.60| 0.03000 599.94| 1.00000 19998.00 MILLING, TRANSITION | | | 0009 401-07327 19470.000 TON | 26.00000 506220.00| 31.40000 611358.00| 35.25000 686317.50 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0010 402-07450 150.000 TON | 40.00000 6000.00| 31.40000 4710.00| 48.00000 7200.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0011 406-05520 64.000 TON | 180.00000 11520.00| 170.00000 10880.00| 210.00000 13440.00 ASPHALT FOR TACK COAT | | | 0012 610-07486 1576.000 TON | 40.00000 63040.00| 42.00000 66192.00| 60.00000 94560.00 HMA FOR APPROACHES, TYPE A | | | 0013 801-06207 20300.000 LFT | 0.25000 5075.00| 0.75000 15225.00| 0.75000 15225.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,519,850.50 ROUTE : 356 CALL ORDER : 390 CONTRACT ID : RS-27962-A COUNTIES : JEFFERSON SCOTT LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06640 56.000 EACH | 105.00000 5880.00| 105.00000 5880.00| 60.00000 3360.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 20000.00000 20000.00| 22628.80000 22628.80| 27550.00000 27550.00 MAINTAINING TRAFFIC | | | 0016 808-04298 2.000 EACH | 300.00000 600.00| 295.00000 590.00| 275.00000 550.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0017 808-06712 6272.000 LFT | 1.00000 6272.00| 0.09000 564.48| 0.10000 627.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0018 808-06713 162300.000 LFT | 0.08000 12984.00| 0.09000 14607.00| 0.08000 12984.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0019 808-06714 132787.000 LFT | 0.08000 10622.96| 0.09000 11950.83| 0.08000 10622.96 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0020 808-75297 144.000 LFT | 4.00000 576.00| 5.90000 849.60| 3.00000 432.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75300 120.000 LFT | 2.00000 240.00| 0.78000 93.60| 1.50000 180.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0022 401-06264 LUMP | 5000.00000 5000.00| 5600.00000 5600.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | SECTION TOTALS | $ 765,961.56| $ 908,000.00| $ 1,078,677.41 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 765,961.56| $ 908,000.00| $ 1,078,677.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 726,715.69 ROUTE : SR 362 CALL ORDER : 400 CONTRACT ID : RS-27963-A COUNTIES : JEFFERSON SCOTT LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA, DAVE CONTRACTOR $ 389,548.13 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 403,000.00 103.4532% 3 35-0844079 ROHE, PAUL H. COMPANY $ 520,073.51 133.5069% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |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 6.000 MOS | 1000.00000 6000.00| 1100.00000 6600.00| 1900.00000 11400.00 FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 9000.00000 9000.00| 20150.00000 20150.00| 24100.00000 24100.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 1384.000 TON | 12.50000 17300.00| 14.75000 20414.00| 15.50000 21452.00 COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 217.000 TON | 60.00000 13020.00| 90.00000 19530.00| 80.00000 17360.00 HMA PATCHING, TYPE B | | | 0007 306-08042 106257.000 SYS | 0.20000 21251.40| 0.07000 7437.99| 0.28000 29751.96 MILLING, SCARIFICATION/PROFILE | | | 0008 306-08043 8718.000 SYS | 0.20000 1743.60| 0.01000 87.18| 0.24000 2092.32 MILLING, TRANSITION | | | 0009 401-07321 8766.500 TON | 27.00000 236695.50| 28.00000 245462.00| 33.80000 296307.70 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0010 402-07451 150.000 TON | 40.00000 6000.00| 28.00000 4200.00| 50.00000 7500.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0011 406-05520 39.000 TON | 180.00000 7020.00| 170.00000 6630.00| 210.00000 8190.00 ASPHALT FOR TACK COAT | | | 0012 610-07487 719.500 TON | 50.00000 35975.00| 44.00000 31658.00| 65.00000 46767.50 HMA FOR APPROACHES, TYPE B | | | 0013 801-06207 20085.000 LFT | 0.25000 5021.25| 0.75000 15063.75| 0.75000 15063.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 726,715.69 ROUTE : SR 362 CALL ORDER : 400 CONTRACT ID : RS-27963-A COUNTIES : JEFFERSON SCOTT LETTING DATE : 05/25/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( 3 ) 35-0844079 |O`MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06640 33.000 EACH | 60.00000 1980.00| 105.00000 3465.00| 58.00000 1914.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 15000.00000 15000.00| 7148.98000 7148.98| 15500.00000 15500.00 MAINTAINING TRAFFIC | | | 0016 808-06712 10201.000 LFT | 0.10000 1020.10| 0.10000 1020.10| 1.00000 10201.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0017 808-06713 80810.000 LFT | 0.08000 6464.80| 0.09000 7272.90| 0.08000 6464.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0018 808-06714 35781.000 LFT | 0.08000 2862.48| 0.10000 3578.10| 0.08000 2862.48 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0019 808-75297 48.000 LFT | 4.00000 192.00| 10.00000 480.00| 3.00000 144.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0020 401-06264 LUMP | 3000.00000 3000.00| 2800.00000 2800.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | SECTION TOTALS | $ 389,548.13| $ 403,000.00| $ 520,073.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 389,548.13| $ 403,000.00| $ 520,073.51 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 38 CALL ORDER : 410 CONTRACT ID : RS-27971-A COUNTIES : WAYNE LETTING DATE : 05/25/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 585,045.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/08/05 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 420 CONTRACT ID : RS-28076-A COUNTIES : VIGO LETTING DATE : 05/25/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 2,068,991.03 100.0000% ====================================================================================================================================