INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,300,198.00 ROUTE : US 20 CALL ORDER : 451 CONTRACT ID : B -27364-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,421,097.55 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,072,465.10 119.0397% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( ) |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 27650.00000 27650.00| 462000.00000 462000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 3000.00000 27000.00| 1625.00000 14625.00| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 160000.00000 160000.00| 200000.00000 200000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 48000.00000 48000.00| 60000.00000 60000.00| CLEARING RIGHT OF WAY | | | 0008 202-02279 1394.620 m | 8.00000 11156.96| 18.00000 25103.16| CURB AND GUTTER, REMOVE | | | 0009 202-51330 LUMP | 558234.01000 558234.01| 490000.00000 490000.00| PRESENT STRUCTURE, REMOVE | | | 0010 202-52710 597.380 m2 | 5.95000 3554.41| 16.00000 9558.08| SIDEWALK, CONCRETE, REMOVE | | | 0011 202-78515 LUMP | 1800.00000 1800.00| 1800.00000 1800.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 203-02000 4048.000 m3 | 1.00000 4048.00| 12.00000 48576.00| EXCAVATION, COMMON | | | 0013 205-06932 7.000 m | 75.00000 525.00| 75.00000 525.00| TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,300,198.00 ROUTE : US 20 CALL ORDER : 451 CONTRACT ID : B -27364-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( ) |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06933 10.000 EACH | 80.00000 800.00| 80.00000 800.00| TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06934 1.310 Mg | 565.00000 740.15| 565.00000 740.15| TEMPORARY MULCHING | | | 0016 205-06937 264.000 m | 4.82000 1272.48| 4.82000 1272.48| TEMPORARY SILT FENCE | | | 0017 207-08268 12290.000 m2 | 4.00000 49160.00| 11.00000 135190.00| SUBGRADE TREATMENT, TYPE IV | | | 0019 211-06467 50.600 m3 | 50.00000 2530.00| 70.00000 3542.00| AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 87.750 m3 | 25.57000 2243.77| 52.00000 4563.00| STRUCTURE BACKFILL | | | 0021 213-08058 1235.270 m3 | 120.00000 148232.40| 126.00000 155644.02| FLOWABLE BACKFILL | | | 0022 301-07448 361.640 Mg | 35.19000 12726.11| 26.00000 9402.64| COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 43.000 m3 | 75.00000 3225.00| 70.00000 3010.00| DENSE GRADED SUBBASE | | | 0024 306-08043 664.460 m2 | 4.00000 2657.84| 8.95000 5946.92| MILLING, TRANSITION | | | 0025 401-06264 LUMP | 1450.00000 1450.00| 1800.00000 1800.00| PROFILOGRAPH, HMA | | | 0026 401-07335 1046.950 Mg | 67.35000 70512.08| 62.00000 64910.90| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0027 401-07404 1693.410 Mg | 46.70000 79082.25| 49.00000 82977.09| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0028 401-07409 8116.420 Mg | 37.40000 303554.11| 41.15000 333990.68| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0029 406-05520 15.000 Mg | 282.70000 4240.50| 1.00000 15.00| ASPHALT FOR TACK COAT | | | 0030 601-01522 2.000 EACH | 2000.00000 4000.00| 1765.00000 3530.00| GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-05071 1.000 EACH | 2475.00000 2475.00| 2225.00000 2225.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0032 601-94689 1.000 EACH | 2450.00000 2450.00| 2525.00000 2525.00| GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 104.770 m | 54.00000 5657.58| 50.00000 5238.50| GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,300,198.00 ROUTE : US 20 CALL ORDER : 451 CONTRACT ID : B -27364-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( ) |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 602-06729 15.000 EACH | 8.00000 120.00| 10.00000 150.00| BARRIER DELINEATOR | | | 0035 604-07902 17.100 m2 | 150.26000 2569.45| 175.00000 2992.50| CURB RAMP, CONCRETE, H | | | 0036 604-07903 12.700 m2 | 176.19000 2237.61| 175.00000 2222.50| CURB RAMP, CONCRETE, K , MODIFIED | | | 0037 604-91531 929.100 m2 | 46.85000 43528.34| 37.00000 34376.70| SIDEWALK, CONCRETE, 100 mm | | | 0038 605-06105 0.800 m | 88.38000 70.70| 600.00000 480.00| CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0039 605-06140 852.830 m | 49.37000 42104.22| 46.00000 39230.18| CURB AND GUTTER, CONCRETE | | | 0040 605-06155 234.900 m | 96.91000 22764.16| 48.00000 11275.20| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0041 609-06259 311.800 m2 | 55.00000 17149.00| 80.00000 24944.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 610-07486 8.600 Mg | 375.95000 3233.17| 75.00000 645.00| HMA FOR APPROACHES, TYPE A | | | 0043 610-07488 663.780 Mg | 59.25000 39328.97| 62.00000 41154.36| HMA FOR APPROACHES, TYPE C | | | 0044 610-07712 967.850 m2 | 1.00000 967.85| 55.00000 53231.75| PCCP FOR APPROACHES, 150 mm | | | 0045 611-05330 967.850 m2 | 1.00000 967.85| 14.00000 13549.90| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 615-06505 4.000 EACH | 575.00000 2300.00| 740.00000 2960.00| MONUMENT, B | | | 0047 615-06530 1.000 EACH | 650.00000 650.00| 650.00000 650.00| POST, BENCHMARK | | | 0048 616-02320 705.600 m2 | 3.00000 2116.80| 4.00000 2822.40| GEOTEXTILES | | | 0049 616-06405 468.050 Mg | 35.00000 16381.75| 36.00000 16849.80| RIPRAP, REVETMENT | | | 0050 621-06545 0.060 Mg | 900.00000 54.00| 900.00000 54.00| FERTILIZER | | | 0051 621-06557 26.100 kg | 12.45000 324.95| 12.45000 324.95| SEED MIXTURE, T | | | 0052 621-06567 103.970 kL | 2.50000 259.93| 2.50000 259.93| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,300,198.00 ROUTE : US 20 CALL ORDER : 451 CONTRACT ID : B -27364-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( ) |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 621-06575 5775.840 m2 | 3.68000 21255.09| 3.68000 21255.09| SODDING, NURSERY | | | 0056 702-51005 55.600 m3 | 900.00000 50040.00| 1200.00000 66720.00| CONCRETE, A, SUBSTRUCTURE | | | 0057 702-51110 438.300 kg | 6.00000 2629.80| 6.60000 2892.78| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0058 703-51030 4622.000 kg | 2.23000 10307.06| 2.20000 10168.40| REINFORCING STEEL | | | 0059 703-51032 74628.000 kg | 2.22000 165674.16| 2.10000 156718.80| REINFORCING STEEL, EPOXY COATED | | | 0060 704-51002 406.700 m3 | 500.00000 203350.00| 825.00000 335527.50| CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05734 4.000 EACH | 2500.00000 10000.00| 3250.00000 13000.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0062 706-06342 51.700 m | 550.00000 28435.00| 220.00000 11374.00| RAILING, PS-1 | | | 0063 706-06353 2.000 EACH | 2000.00000 4000.00| 3250.00000 6500.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0064 706-51020 70.000 m3 | 425.00000 29750.00| 600.00000 42000.00| CONCRETE, C, RAILING | | | 0065 707-05979 683.900 m2 | 500.00000 341950.00| 445.00000 304335.50| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0066 709-51821 LUMP | 9000.00000 9000.00| 7180.00000 7180.00| SURFACE SEAL | | | 0067 715-01354 53.000 m | 59.00000 3127.00| 59.00000 3127.00| CLEAN EXISTING PIPE | | | 0068 715-05407 60.600 m | 15.00000 909.00| 23.00000 1393.80| PIPE, END BENT DRAIN, 150 mm | | | 0069 715-06690 47.400 m | 106.81000 5062.79| 58.00000 2749.20| PIPE, RCP, III, D0.3=75, 300 mm | | | 0070 715-07729 146.100 m | 117.55000 17174.06| 74.00000 10811.40| PIPE, RCP, III, DO.3=75, 376 mm | | | 0071 715-07730 316.000 m | 134.08000 42369.28| 88.00000 27808.00| PIPE, RCP, III, DO.3=75, 450 mm | | | 0072 715-07731 290.500 m | 171.10000 49704.55| 112.00000 32536.00| PIPE, RCP, III, DO.3=75, 600 mm | | | 0073 715-08234 75.000 m | 273.57000 20517.75| 260.00000 19500.00| PIPE, RCP, III, DO.3=75, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,300,198.00 ROUTE : US 20 CALL ORDER : 451 CONTRACT ID : B -27364-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( ) |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 715-46005 1.000 EACH | 759.54000 759.54| 450.00000 450.00| PIPE END SECTION, 375 mm | | | 0075 715-46020 1.000 EACH | 850.71000 850.71| 556.00000 556.00| PIPE END SECTION, 600 mm | | | 0076 715-46040 1.000 EACH | 1107.11000 1107.11| 809.00000 809.00| PIPE END SECTION, 900 mm | | | 0077 715-91361 2.250 m | 355.04000 798.84| 216.00000 486.00| PIPE, PVC, 150 mm | | | 0078 720-03194 1.000 EACH | 3740.89000 3740.89| 5300.00000 5300.00| MANHOLE , D10, MODIFIED | | | 0079 720-44000 6.000 EACH | 440.96000 2645.76| 435.00000 2610.00| CASTING, ADJUST TO GRADE | | | 0080 720-45130 9.000 EACH | 2075.50000 18679.50| 1105.00000 9945.00| INLET, E7, MODIFIED | | | 0081 720-45135 1.000 EACH | 1952.29000 1952.29| 1105.00000 1105.00| INLET, F7, MODIFIED | | | 0082 720-45410 1.000 EACH | 3199.60000 3199.60| 5375.00000 5375.00| MANHOLE, C4 | | | 0083 720-45515 1.000 EACH | 3593.89000 3593.89| 5215.00000 5215.00| MANHOLE, D4, MODIFIED | | | 0084 720-93409 4.000 EACH | 2946.73000 11786.92| 2075.00000 8300.00| INLET, B15, MODIFIED | | | 0085 720-93411 13.000 EACH | 2978.72000 38723.36| 2075.00000 26975.00| INLET, C15, MODIFIED | | | 0086 720-94847 1.000 EACH | 2379.63000 2379.63| 2130.00000 2130.00| INLET, R13, MODIFIED | | | 0087 801-04308 9.000 EACH | 318.00000 2862.00| 318.00000 2862.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0088 801-06625 19.000 EACH | 148.00000 2812.00| 148.00000 2812.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0089 801-06640 16.000 EACH | 159.00000 2544.00| 159.00000 2544.00| CONSTRUCTION SIGN, A | | | 0090 801-06775 LUMP | 12571.98000 12571.98| 75000.00000 75000.00| MAINTAINING TRAFFIC | | | 0091 801-07118 43.200 m | 32.00000 1382.40| 32.00000 1382.40| BARRICADE, III-A | | | 0092 801-07119 67.200 m | 37.00000 2486.40| 37.00000 2486.40| BARRICADE, III-B | | | 0093 802-05701 41.100 m | 59.50000 2445.45| 59.50000 2445.45| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 451 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,300,198.00 ROUTE : US 20 CALL ORDER : 451 CONTRACT ID : B -27364-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( ) |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 802-07059 10.000 EACH | 95.00000 950.00| 95.00000 950.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0095 802-07060 3.000 EACH | 120.00000 360.00| 120.00000 360.00| SIGN, SHEET, RELOCATE | | | 0096 802-76025 1.880 m2 | 153.00000 287.64| 153.00000 287.64| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0097 802-76035 2.970 m2 | 174.07000 516.99| 174.07000 516.99| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0098 802-76040 3.200 m2 | 188.13000 602.02| 188.13000 602.02| SIGN, SHEET ENCLOSED LENS WITH LEGEND, | | | 3.18 mm THICKNESS | | | 0099 805-01842 7.000 EACH | 647.00000 4529.00| 647.00000 4529.00| HANDHOLE, SIGNAL | | | 0100 805-01844 320.000 m | 29.00000 9280.00| 29.00000 9280.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0101 805-02595 1.000 EACH | 99.00000 99.00| 99.00000 99.00| CONTROLLER, RESET TIMING | | | 0103 805-04602 1.000 EACH | 249.00000 249.00| 249.00000 249.00| CONTROLLER, REWIRE | | | 0104 805-05698 1.000 EACH | 772.00000 772.00| 772.00000 772.00| SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0105 805-78205 7.000 EACH | 511.00000 3577.00| 511.00000 3577.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0106 805-78230 1.000 EACH | 851.00000 851.00| 851.00000 851.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0107 805-78485 200.000 m | 3.23000 646.00| 3.23000 646.00| SIGNAL CABLE, 5C 14GA. | | | 0108 805-78490 30.000 m | 3.75000 112.50| 3.75000 112.50| SIGNAL CABLE, 7C 14GA. | | | 0109 805-78510 370.000 m | 2.63000 973.10| 2.63000 973.10| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0110 805-78746 104.000 m | 19.68000 2046.72| 19.68000 2046.72| PREFORMED LOOP DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 451 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,300,198.00 ROUTE : US 20 CALL ORDER : 451 CONTRACT ID : B -27364-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( ) |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0111 805-90187 300.000 m | 51.00000 15300.00| 51.00000 15300.00| CONDUIT, STEEL, GALVANIZED, 100 mm | | | 0112 805-92504 1.000 EACH | 357.00000 357.00| 357.00000 357.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0113 808-02066 40.300 m | 4.90000 197.47| 4.90000 197.47| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID WHITE CROSSHATCH LINE, 150 mm | | | 0114 808-03002 36.000 m | 5.00000 180.00| 5.00000 180.00| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0115 808-03631 128.200 m | 5.00000 641.00| 5.00000 641.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0116 808-03632 128.200 m | 5.00000 641.00| 5.00000 641.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0117 808-04896 36.000 m | 5.00000 180.00| 5.00000 180.00| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0118 808-06701 276.000 m | 1.50000 414.00| 1.50000 414.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0119 808-74805 65.000 m | 45.00000 2925.00| 45.00000 2925.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0120 808-74808 1.000 EACH | 625.00000 625.00| 625.00000 625.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0121 808-75240 216.000 m | 1.50000 324.00| 1.50000 324.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0122 808-75245 1352.400 m | 1.50000 2028.60| 1.50000 2028.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0123 808-75297 27.700 m | 19.50000 540.15| 19.50000 540.15| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0124 808-75320 4.000 EACH | 105.00000 420.00| 105.00000 420.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0125 808-75325 3.000 EACH | 150.00000 450.00| 150.00000 450.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 451 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,300,198.00 ROUTE : US 20 CALL ORDER : 451 CONTRACT ID : B -27364-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1035114 |( ) |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0126 105-08520 3.000 EACH | 100.00000 300.00| 200.00000 600.00| CELLULAR TELEPHONE/RADIO | | | 0127 105-08521 27.000 MOS | 50.00000 1350.00| 125.00000 3375.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0128 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0129 202-02240 10700.000 m2 | 10.00000 107000.00| 11.00000 117700.00| PAVEMENT REMOVAL | | | 0130 202-02241 65.000 m | 29.35000 1907.75| 15.00000 975.00| GUARDRAIL, REMOVE | | | 0131 202-93135 LUMP | 2000.00000 2000.00| 10000.00000 10000.00| RAILROAD CROSSING, REMOVE | | | 0132 202-96133 51.000 m | 170.00000 8670.00| 60.00000 3060.00| PIPE, REMOVE | | | 0133 621-01004 1.000 EACH | 400.00000 400.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0134 805-01816 2.000 EACH | 870.00000 1740.00| 870.00000 1740.00| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0135 805-02073 1.000 EACH | 3200.00000 3200.00| 3200.00000 3200.00| SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0136 805-02639 1.000 EACH | 2633.00000 2633.00| 2633.00000 2633.00| SIGNAL POLE, MAST ARM 6.1 m | | | 0137 805-03708 1.000 EACH | 3917.00000 3917.00| 3917.00000 3917.00| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM, | | | 6.1 m ARM | | | 0138 805-95568 64.000 m | 27.60000 1766.40| 27.60000 1766.40| CONDUIT, PVC, 100 mm | | | 0139 701-01849 126.000 m | 300.00000 37800.00| 200.00000 25200.00| PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm , EPOXY COATED | | | 0140 701-01849 1878.000 m | 175.00000 328650.00| 125.00000 234750.00| PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | SECTION TOTALS | $ 3,421,097.55| $ 4,072,465.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,421,097.55| $ 4,072,465.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 860,954.27 ROUTE : CALL ORDER : 471 CONTRACT ID : B -28198-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/19/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 591,643.02 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 778,648.89 131.6079% 3 32-0154474 JCI BRIDGE GROUP INC CONDITIONAL BID $ 799,440.63 135.1221% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 892,495.18 150.8503% ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 32-0154474 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 3100.00000 3100.00| 3000.00000 3000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 2500.00000 12500.00| 3200.00000 16000.00| 3788.69000 18943.45 FIELD OFFICE, B | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 29500.00000 29500.00| 37000.00000 37000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 5900.00000 5900.00| 8000.00000 8000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0006 201-90788 LUMP | 6100.00000 6100.00| 5000.00000 5000.00| 5000.00000 5000.00 DEBRIS, REMOVE | | | 0007 202-51328 LUMP | 92000.00000 92000.00| 151740.77000 151740.77| 146000.00000 146000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 714.000 CYS | 18.00000 12852.00| 30.00000 21420.00| 23.14000 16521.96 EXCAVATION, COMMON | | | 0009 205-06937 1614.000 LFT | 1.54000 2485.56| 1.54000 2485.56| 1.54000 2485.56 TEMPORARY SILT FENCE | | | 0010 206-95975 1520.000 SFT | 18.31000 27831.20| 30.00000 45600.00| 26.35000 40052.00 SHEET PILING, STEEL, S 10.7 | | | 0011 207-08267 1613.000 SYS | 7.64000 12323.32| 10.00000 16130.00| 8.99000 14500.87 SUBGRADE TREATMENT, TYPE IIIA | | | 0012 301-07448 789.300 TON | 17.95000 14167.94| 26.00000 20521.80| 20.91000 16504.26 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 860,954.27 ROUTE : CALL ORDER : 471 CONTRACT ID : B -28198-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 32-0154474 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-01180 152.000 TON | 17.95000 2728.40| 35.00000 5320.00| 23.92000 3635.84 COMPACTED AGGREGATE, NO. 53 , FOR | | | SHOULDER | | | 0014 306-08034 353.000 SYS | 4.35000 1535.55| 12.00000 4236.00| 5.22000 1842.66 MILLING, ASPHALT, 1 1/2 IN. | | | 0015 402-07432 248.000 TON | 56.35000 13974.80| 87.30000 21650.40| 58.00000 14384.00 HMA SURFACE, TYPE A | | | 0016 402-07435 249.000 TON | 42.40000 10557.60| 65.25000 16247.25| 50.00000 12450.00 HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 2211.000 SYS | 1.00000 2211.00| 0.65000 1437.15| 0.10000 221.10 ASPHALT FOR PRIME COAT | | | 0020 406-05521 2564.000 SYS | 0.30000 769.20| 0.10000 256.40| 0.50000 1282.00 ASPHALT FOR TACK COAT | | | 0021 601-01522 4.000 EACH | 2100.00000 8400.00| 2100.00000 8400.00| 2100.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-06037 4.000 EACH | 875.00000 3500.00| 875.00000 3500.00| 875.00000 3500.00 GUARDRAIL END TREATMENT, I | | | 0023 601-99105 62.500 LFT | 20.00000 1250.00| 20.00000 1250.00| 20.00000 1250.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06729 18.000 EACH | 3.95000 71.10| 8.00000 144.00| 9.08000 163.44 BARRIER DELINEATOR | | | 0025 609-06257 156.000 SYS | 57.00000 8892.00| 76.07000 11866.92| 72.42000 11297.52 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0026 616-02320 127.400 SYS | 2.50000 318.50| 4.00000 509.60| 3.17000 403.86 GEOTEXTILES | | | 0027 616-06405 60.000 TON | 53.00000 3180.00| 55.00000 3300.00| 47.31000 2838.60 RIPRAP, REVETMENT | | | 0028 621-01004 3.000 EACH | 400.00000 1200.00| 400.00000 1200.00| 400.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 2778.000 SYS | 0.70000 1944.60| 0.70000 1944.60| 0.70000 1944.60 MULCHED SEEDING, R | | | 0030 703-06029 20811.000 LBS | 0.95000 19770.45| 1.19000 24765.09| 1.15000 23932.65 REINFORCING BARS, EPOXY COATED | | | 0031 704-51002 89.000 CYS | 650.00000 57850.00| 550.00000 48950.00| 780.00000 69420.00 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH | 1350.00000 5400.00| 2000.00000 8000.00| 1940.29000 7761.16 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 860,954.27 ROUTE : CALL ORDER : 471 CONTRACT ID : B -28198-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 32-0154474 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 709-51821 LUMP | 2340.00000 2340.00| 3000.00000 3000.00| 2700.00000 2700.00 SURFACE SEAL | | | 0034 724-03276 137.000 LFT | 53.00000 7261.00| 180.00000 24660.00| 122.27000 16750.99 EXPANSION JOINT SEALING SYSTEM | | | 0035 801-06775 LUMP | 825.00000 825.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0038 702-51863 142.000 EACH | 8.00000 1136.00| 12.00000 1704.00| 11.60000 1647.20 FIELD DRILLED HOLE IN CONCRETE | | | 0039 801-04308 4.000 EACH | 225.00000 900.00| 550.00000 2200.00| 155.00000 620.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 12.000 EACH | 80.00000 960.00| 150.00000 1800.00| 70.00000 840.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-07118 40.000 LFT | 15.75000 630.00| 15.00000 600.00| 7.10000 284.00 BARRICADE, III-A | | | 0042 801-07119 40.000 LFT | 16.85000 674.00| 18.96000 758.40| 7.10000 284.00 BARRICADE, III-B | | | 0043 802-91122 1.000 EACH | 230.00000 230.00| 75.00000 75.00| 230.00000 230.00 SIGN, GROUND MOUNTED, RESET | | | 0044 808-03631 2012.000 LFT | 1.20000 2414.40| 1.20000 2414.40| 2.00000 4024.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0045 808-03632 2012.000 LFT | 1.20000 2414.40| 1.20000 2414.40| 2.00000 4024.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0047 706-99291 239.000 LFT | 47.00000 11233.00| 60.00000 14340.00| 89.14000 21304.46 RAILING, CONCRETE, C, 2 FT. 9 IN. | | | 0048 707-05971 714.000 SFT | 42.00000 29988.00| 55.00000 39270.00| 86.31000 61625.34 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 36 IN. | | | 0049 707-05977 3332.000 SFT | 42.00000 139944.00| 50.00000 166600.00| 50.11000 166966.52 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 48 IN. | | | 0050 709-04647 LUMP | 10374.00000 10374.00| 8000.00000 8000.00| 20025.59000 20025.59 FIBER WRAP CONCRETE CASING SYSTEM | | | 0051 710-02003 47.000 SFT | 150.00000 7050.00| 125.00000 5875.00| 150.00000 7050.00 REPOINTING MASONRY IN STRUCTURES, | | | MODIFIED | | | 0052 727-90308 71.000 LFT | 80.00000 5680.00| 80.00000 5680.00| 80.00000 5680.00 EPOXY INJECTION, CRACK PREPARATION | | | 0053 727-90309 3.000 GAL | 100.00000 300.00| 100.00000 300.00| 100.00000 300.00 EPOXY INJECTION, EPOXY MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 471 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 860,954.27 ROUTE : CALL ORDER : 471 CONTRACT ID : B -28198-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 32-0154474 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 727-93560 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0055 732-06673 5.000 SFT | 150.00000 750.00| 256.23000 1281.15| 150.00000 750.00 REPAIR , CONCRETE, FORMED, 5 IN. | | | 0056 801-06640 14.000 EACH | 86.00000 1204.00| 198.00000 2772.00| 72.00000 1008.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 8.000 EACH | 32.00000 256.00| 85.00000 680.00| 45.00000 360.00 CONSTRUCTION SIGN, B | | | 0058 805-96014 106.000 LFT | 2.50000 265.00| 8.00000 848.00| 5.00000 530.00 SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 591,643.02| $ 778,648.89| $ 799,440.63 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 591,643.02| $ 778,648.89| $ 799,440.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 471 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 860,954.27 ROUTE : CALL ORDER : 471 CONTRACT ID : B -28198-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 44000.00000 44000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1500.00000 7500.00| | FIELD OFFICE, B | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 69000.00000 69000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 52000.00000 52000.00| | CLEARING RIGHT OF WAY | | | 0006 201-90788 LUMP | 250.00000 250.00| | DEBRIS, REMOVE | | | 0007 202-51328 LUMP | 209000.00000 209000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02000 714.000 CYS | 13.00000 9282.00| | EXCAVATION, COMMON | | | 0009 205-06937 1614.000 LFT | 1.54000 2485.56| | TEMPORARY SILT FENCE | | | 0010 206-95975 1520.000 SFT | 15.00000 22800.00| | SHEET PILING, STEEL, S 10.7 | | | 0011 207-08267 1613.000 SYS | 8.00000 12904.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0012 301-07448 789.300 TON | 16.00000 12628.80| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 303-01180 152.000 TON | 22.00000 3344.00| | COMPACTED AGGREGATE, NO. 53 , FOR | | | SHOULDER | | | 0014 306-08034 353.000 SYS | 12.75000 4500.75| | MILLING, ASPHALT, 1 1/2 IN. | | | 0015 402-07432 248.000 TON | 58.00000 14384.00| | HMA SURFACE, TYPE A | | | 0016 402-07435 249.000 TON | 50.00000 12450.00| | HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 2211.000 SYS | 0.10000 221.10| | ASPHALT FOR PRIME COAT | | | 0020 406-05521 2564.000 SYS | 0.50000 1282.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 471 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 860,954.27 ROUTE : CALL ORDER : 471 CONTRACT ID : B -28198-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 601-01522 4.000 EACH | 1695.00000 6780.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-06037 4.000 EACH | 770.00000 3080.00| | GUARDRAIL END TREATMENT, I | | | 0023 601-99105 62.500 LFT | 16.00000 1000.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06729 18.000 EACH | 7.00000 126.00| | BARRIER DELINEATOR | | | 0025 609-06257 156.000 SYS | 55.00000 8580.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0026 616-02320 127.400 SYS | 3.00000 382.20| | GEOTEXTILES | | | 0027 616-06405 60.000 TON | 100.00000 6000.00| | RIPRAP, REVETMENT | | | 0028 621-01004 3.000 EACH | 400.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 2778.000 SYS | 0.70000 1944.60| | MULCHED SEEDING, R | | | 0030 703-06029 20811.000 LBS | 1.07000 22267.77| | REINFORCING BARS, EPOXY COATED | | | 0031 704-51002 89.000 CYS | 1000.00000 89000.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 4.000 EACH | 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 709-51821 LUMP | 3010.00000 3010.00| | SURFACE SEAL | | | 0034 724-03276 137.000 LFT | 75.00000 10275.00| | EXPANSION JOINT SEALING SYSTEM | | | 0035 801-06775 LUMP | 44600.00000 44600.00| | MAINTAINING TRAFFIC | | | 0038 702-51863 142.000 EACH | 10.00000 1420.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0039 801-04308 4.000 EACH | 155.00000 620.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 12.000 EACH | 70.00000 840.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-07118 40.000 LFT | 7.10000 284.00| | BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/03/06 PAGE : 471 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 860,954.27 ROUTE : CALL ORDER : 471 CONTRACT ID : B -28198-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035114 |( ) |( ) |SUPERIOR CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 801-07119 40.000 LFT | 7.10000 284.00| | BARRICADE, III-B | | | 0043 802-91122 1.000 EACH | 500.00000 500.00| | SIGN, GROUND MOUNTED, RESET | | | 0044 808-03631 2012.000 LFT | 0.10000 201.20| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0045 808-03632 2012.000 LFT | 0.10000 201.20| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0047 706-99291 239.000 LFT | 70.00000 16730.00| | RAILING, CONCRETE, C, 2 FT. 9 IN. | | | 0048 707-05971 714.000 SFT | 38.00000 27132.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 36 IN. | | | 0049 707-05977 3332.000 SFT | 38.00000 126616.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 48 IN. | | | 0050 709-04647 LUMP | 18500.00000 18500.00| | FIBER WRAP CONCRETE CASING SYSTEM | | | 0051 710-02003 47.000 SFT | 50.00000 2350.00| | REPOINTING MASONRY IN STRUCTURES, | | | MODIFIED | | | 0052 727-90308 71.000 LFT | 102.00000 7242.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0053 727-90309 3.000 GAL | 125.00000 375.00| | EPOXY INJECTION, EPOXY MATERIAL | | | 0054 727-93560 LUMP | 3000.00000 3000.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0055 732-06673 5.000 SFT | 563.00000 2815.00| | REPAIR , CONCRETE, FORMED, 5 IN. | | | 0056 801-06640 14.000 EACH | 72.00000 1008.00| | CONSTRUCTION SIGN, A | | | 0057 801-06645 8.000 EACH | 46.00000 368.00| | CONSTRUCTION SIGN, B | | | 0058 805-96014 106.000 LFT | 5.00000 530.00| | SAW CUT, FULL DEPTH | | | SECTION TOTALS | $ 892,495.18| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 892,495.18| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,291,195.44 ROUTE : US 20 CALL ORDER : 481 CONTRACT ID : B -28217-A COUNTIES : ST. JOSEPH LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 1,998,242.74 100.0000% 2 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 2,181,076.19 109.1497% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,236,704.24 111.9336% ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1690004 |( 3 ) 35-0918397 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 1835.00000 1835.00| 37260.00000 37260.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1991.28000 23895.36| 2235.00000 26820.00| 2800.00000 33600.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 100000.00000 100000.00| 102151.30000 102151.30| 110000.00000 110000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8926.57000 8926.57| 35410.00000 35410.00| 40000.00000 40000.00 CLEARING RIGHT OF WAY | | | 0007 202-02236 800.000 SYS | 8.78000 7024.00| 7.05000 5640.00| 1.85000 1480.00 SURFACE, REMOVE | | | 0008 202-02240 1467.000 SYS | 6.85000 10048.95| 13.85000 20317.95| 20.00000 29340.00 PAVEMENT REMOVAL | | | 0009 202-02241 1635.000 LFT | 3.00000 4905.00| 3.00000 4905.00| 2.25000 3678.75 GUARDRAIL, REMOVE | | | 0010 202-51330 LUMP | 249359.33000 249359.33| 236401.56000 236401.56| 264485.67000 264485.67 PRESENT STRUCTURE, REMOVE | | | 0011 202-51368 385.000 SYS | 6.06000 2333.10| 9.00000 3465.00| 4.00000 1540.00 SLOPEWALL, REMOVE | | | 0012 202-94954 77.000 LFT | 49.60000 3819.20| 22.00000 1694.00| 28.00000 2156.00 BARRIER WALL, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,291,195.44 ROUTE : US 20 CALL ORDER : 481 CONTRACT ID : B -28217-A COUNTIES : ST. JOSEPH LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1690004 |( 3 ) 35-0918397 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 203-02000 6704.000 CYS | 17.11000 114705.44| 9.92000 66503.68| 10.00000 67040.00 EXCAVATION, COMMON | | | 0014 203-02070 3278.000 CYS | 14.94000 48973.32| 8.10000 26551.80| 18.00000 59004.00 BORROW | | | 0015 203-02235 800.000 SYS | 2.55000 2040.00| 3.85000 3080.00| 2.00000 1600.00 BREAKING PAVEMENT | | | 0016 205-06931 91.000 TON | 60.71000 5524.61| 30.00000 2730.00| 40.00000 3640.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06937 650.000 LFT | 3.51000 2281.50| 1.48000 962.00| 1.48000 962.00 TEMPORARY SILT FENCE | | | 0018 206-51230 235.000 CYS | 9.47000 2225.45| 18.90000 4441.50| 25.00000 5875.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 207-08263 1459.000 SYS | 16.92000 24686.28| 12.50000 18237.50| 18.00000 26262.00 SUBGRADE TREATMENT, TYPE IA | | | 0020 207-08265 5591.000 SYS | 6.73000 37627.43| 6.17000 34496.47| 6.00000 33546.00 SUBGRADE TREATMENT, TYPE IIA | | | 0021 211-06467 100.000 CYS | 48.47000 4847.00| 55.00000 5500.00| 50.00000 5000.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-07454 170.000 CYS | 37.41000 6359.70| 39.55000 6723.50| 45.00000 7650.00 STRUCTURE BACKFILL | | | 0023 301-07448 3854.000 TON | 20.93000 80664.22| 19.55000 75345.70| 19.00000 73226.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-07455 58.000 CYS | 50.92000 2953.36| 55.35000 3210.30| 55.00000 3190.00 DENSE GRADED SUBBASE | | | 0025 306-08037 578.000 SYS | 8.78000 5074.84| 8.05000 4652.90| 2.55000 1473.90 MILLING, ASPHALT, 3 IN. | | | 0026 402-07433 630.000 TON | 53.60000 33768.00| 53.60000 33768.00| 50.00000 31500.00 HMA SURFACE, TYPE B | | | 0027 402-07438 1090.000 TON | 36.75000 40057.50| 36.75000 40057.50| 50.00000 54500.00 HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 360.000 TON | 44.10000 15876.00| 44.10000 15876.00| 50.00000 18000.00 HMA BASE, TYPE B | | | 0029 406-05520 4.000 TON | 200.00000 800.00| 200.00000 800.00| 1.00000 4.00 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH | 1850.00000 1850.00| 1850.00000 1850.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 481 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,291,195.44 ROUTE : US 20 CALL ORDER : 481 CONTRACT ID : B -28217-A COUNTIES : ST. JOSEPH LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1690004 |( 3 ) 35-0918397 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-02103 150.000 LFT | 19.50000 2925.00| 19.50000 2925.00| 18.00000 2700.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0033 601-06037 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, I | | | 0034 601-94689 3.000 EACH | 2250.00000 6750.00| 2250.00000 6750.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 375.000 LFT | 15.50000 5812.50| 15.50000 5812.50| 15.00000 5625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 602-06729 12.000 EACH | 6.00000 72.00| 5.00000 60.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0038 602-08472 60.000 LFT | 198.44000 11906.40| 88.25000 5295.00| 65.00000 3900.00 CONCRETE BARRIER, 33 IN. | | | 0039 603-04160 1.000 EACH | 1660.00000 1660.00| 1660.00000 1660.00| 1430.00000 1430.00 FENCE GATE, CHAIN LINK, 48 IN. X 32 FT. | | | 0040 603-06045 395.000 LFT | 13.00000 5135.00| 13.00000 5135.00| 14.80000 5846.00 FENCE, CHAIN LINK, 48 IN. | | | 0041 605-94811 4.000 EACH | 483.25000 1933.00| 485.00000 1940.00| 468.26000 1873.04 CURB TURNOUT | | | 0042 609-06259 345.000 SYS | 71.98000 24833.10| 55.45000 19130.25| 50.00000 17250.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0043 610-07486 55.000 TON | 57.00000 3135.00| 57.00000 3135.00| 50.00000 2750.00 HMA FOR APPROACHES, TYPE A | | | 0044 611-06498 1.000 EACH | 165.00000 165.00| 225.00000 225.00| 190.00000 190.00 MAILBOX ASSEMBLY, DOUBLE | | | 0045 615-06490 8.000 EACH | 120.00000 960.00| 120.00000 960.00| 140.00000 1120.00 RIGHT OF WAY MARKER | | | 0046 615-06500 3.000 EACH | 540.00000 1620.00| 540.00000 1620.00| 401.56000 1204.68 MONUMENT, A | | | 0047 615-06505 2.000 EACH | 540.00000 1080.00| 540.00000 1080.00| 449.59000 899.18 MONUMENT, B | | | 0048 615-06527 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 734.22000 734.22 MONUMENT, SECTION CORNER | | | 0049 616-02320 418.000 SYS | 2.85000 1191.30| 3.30000 1379.40| 3.00000 1254.00 GEOTEXTILES | | | 0050 616-06405 187.000 TON | 56.45000 10556.15| 36.55000 6834.85| 45.00000 8415.00 RIPRAP, REVETMENT | | | 0051 616-51367 560.000 SYS | 67.22000 37643.20| 67.50000 37800.00| 45.00000 25200.00 SLOPEWALL, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 481 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,291,195.44 ROUTE : US 20 CALL ORDER : 481 CONTRACT ID : B -28217-A COUNTIES : ST. JOSEPH LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1690004 |( 3 ) 35-0918397 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-01004 1.000 EACH | 325.00000 325.00| 325.00000 325.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-06545 2.000 TON | 575.00000 1150.00| 575.00000 1150.00| 575.00000 1150.00 FERTILIZER | | | 0054 621-06553 595.000 LBS | 3.07000 1826.65| 3.07000 1826.65| 3.07000 1826.65 SEED MIXTURE, R | | | 0055 621-06565 7.000 TON | 445.00000 3115.00| 445.00000 3115.00| 445.00000 3115.00 MULCHING MATERIAL | | | 0056 621-06567 4.000 kGAL | 10.00000 40.00| 10.00000 40.00| 10.00000 40.00 WATER | | | 0057 621-06574 946.000 SYS | 3.70000 3500.20| 3.70000 3500.20| 3.70000 3500.20 SODDING | | | 0058 701-06011 3.000 EACH | 766.74000 2300.22| 545.00000 1635.00| 3000.00000 9000.00 DYNAMIC PILE LOAD TEST | | | 0059 701-06012 3.000 EACH | 1683.02000 5049.06| 495.00000 1485.00| 1500.00000 4500.00 TEST PILE, RESTRIKE | | | 0060 701-06027 3.000 EACH | 1658.02000 4974.06| 5150.00000 15450.00| 500.00000 1500.00 TEST PILE | | | 0061 701-08386 2185.000 LFT | 45.00000 98325.00| 42.00000 91770.00| 50.00000 109250.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN.N 16 IN. | | | 0062 701-99086 35.000 EACH | 105.00000 3675.00| 225.00000 7875.00| 250.00000 8750.00 PILE TIP, STEEL SHELL | | | 0063 702-51005 156.500 CYS | 318.44000 49835.86| 400.00000 62600.00| 500.00000 78250.00 CONCRETE, A, SUBSTRUCTURE | | | 0064 702-51863 36.000 EACH | 10.69000 384.84| 6.85000 246.60| 18.00000 648.00 FIELD DRILLED HOLE IN CONCRETE | | | 0065 702-92857 107.600 CYS | 183.00000 19690.80| 650.00000 69940.00| 450.00000 48420.00 CONCRETE, C, SUBSTRUCTURE | | | 0066 703-51030 7831.000 LBS | 0.62000 4855.22| 0.68000 5325.08| 0.79000 6186.49 REINFORCING STEEL | | | 0067 703-51032 109430.000 LBS | 0.68000 74412.40| 0.78000 85355.40| 0.86000 94109.80 REINFORCING STEEL, EPOXY COATED | | | 0068 704-51002 296.800 CYS | 475.00000 140980.00| 600.00000 178080.00| 400.00000 118720.00 CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-05732 4.000 EACH | 1657.07000 6628.28| 2005.00000 8020.00| 1700.00000 6800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0070 706-51020 40.500 CYS | 450.00000 18225.00| 600.00000 24300.00| 450.00000 18225.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 481 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,291,195.44 ROUTE : US 20 CALL ORDER : 481 CONTRACT ID : B -28217-A COUNTIES : ST. JOSEPH LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1690004 |( 3 ) 35-0918397 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 709-51821 LUMP | 8133.17000 8133.17| 4800.00000 4800.00| 7000.00000 7000.00 SURFACE SEAL | | | 0072 711-51038 LUMP | 450000.00000 450000.00| 550000.00000 550000.00| 600000.00000 600000.00 STRUCTURAL STEEL | | | 0073 715-05118 16.000 LFT | 98.11000 1569.76| 52.50000 840.00| 40.00000 640.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0074 715-05121 300.000 LFT | 27.40000 8220.00| 30.50000 9150.00| 32.00000 9600.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0075 715-05169 156.000 LFT | 35.35000 5514.60| 27.50000 4290.00| 32.00000 4992.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0076 715-05407 144.000 LFT | 24.86000 3579.84| 8.15000 1173.60| 8.00000 1152.00 PIPE, END BENT DRAIN, 6 IN. | | | 0077 715-26764 4.000 EACH | 2833.46000 11333.84| 7405.00000 29620.00| 5000.00000 20000.00 GRATED BOX END SECTION, II, 10:1, 18 IN | | | 0078 715-46005 4.000 EACH | 762.88000 3051.52| 525.00000 2100.00| 400.00000 1600.00 PIPE END SECTION, 15 IN. | | | 0079 720-45410 1.000 EACH | 1691.65000 1691.65| 1730.00000 1730.00| 4000.00000 4000.00 MANHOLE, C4 | | | 0080 726-92406 9.000 EACH | 1180.00000 10620.00| 1390.00000 12510.00| 900.00000 8100.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0081 728-98377 LUMP | 3500.00000 3500.00| 3500.00000 3500.00| 8000.00000 8000.00 MASONRY COATING | | | 0082 801-04308 7.000 EACH | 300.00000 2100.00| 300.00000 2100.00| 300.00000 2100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0083 801-06207 4680.000 LFT | 0.79000 3697.20| 0.79000 3697.20| 0.79000 3697.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0084 801-06625 30.000 EACH | 69.00000 2070.00| 69.00000 2070.00| 69.00000 2070.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0085 801-06640 22.000 EACH | 118.00000 2596.00| 118.00000 2596.00| 118.00000 2596.00 CONSTRUCTION SIGN, A | | | 0086 801-06645 4.000 EACH | 50.00000 200.00| 50.00000 200.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0087 801-06710 150.000 DAY | 10.00000 1500.00| 10.00000 1500.00| 10.00000 1500.00 FLASHING ARROW SIGN | | | 0088 801-06775 LUMP | 28026.86000 28026.86| 15900.00000 15900.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0089 801-07024 2.000 EACH | 5950.00000 11900.00| 5950.00000 11900.00| 4600.00000 9200.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 481 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,291,195.44 ROUTE : US 20 CALL ORDER : 481 CONTRACT ID : B -28217-A COUNTIES : ST. JOSEPH LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1690004 |( 3 ) 35-0918397 |LAPORTE CONSTRUCTION CO |NORTHERN INDIANA CONSTRUCTIO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 801-07119 240.000 LFT | 15.00000 3600.00| 15.00000 3600.00| 15.00000 3600.00 BARRICADE, III-B | | | 0091 801-08401 240.000 LFT | 33.75000 8100.00| 24.50000 5880.00| 32.00000 7680.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0092 801-09133 2.000 EACH | 4000.00000 8000.00| 4000.00000 8000.00| 4000.00000 8000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0093 802-76025 12.500 SFT | 14.00000 175.00| 14.00000 175.00| 14.00000 175.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0094 802-76035 18.000 SFT | 16.00000 288.00| 16.00000 288.00| 16.00000 288.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0095 802-76055 84.000 LFT | 6.50000 546.00| 4.70000 394.80| 6.50000 546.00 SIGN POST, A | | | 0096 808-03631 700.000 LFT | 2.00000 1400.00| 2.50000 1750.00| 0.67000 469.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0097 808-03632 700.000 LFT | 2.00000 1400.00| 2.50000 1750.00| 0.67000 469.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0098 808-06703 3050.000 LFT | 0.42000 1281.00| 0.42000 1281.00| 0.42000 1281.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0099 808-06716 360.000 LFT | 0.50000 180.00| 1.00000 360.00| 0.50000 180.00 LINE, REMOVE | | | 0100 808-07592 360.000 LFT | 2.00000 720.00| 3.00000 1080.00| 0.67000 241.20 LINE, EPOXY, SOLID, WHITE, 5 IN. | | | 0101 808-75245 2700.000 LFT | 0.42000 1134.00| 0.42000 1134.00| 0.42000 1134.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75996 34.000 EACH | 18.35000 623.90| 10.00000 340.00| 13.39000 455.26 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0103 808-75998 34.000 EACH | 48.00000 1632.00| 48.00000 1632.00| 70.00000 2380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0104 601-08434 1.000 EACH | 625.00000 625.00| 1000.00000 1000.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | SECTION TOTALS | $ 1,998,242.74| $ 2,181,076.19| $ 2,236,704.24 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,998,242.74| $ 2,181,076.19| $ 2,236,704.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 13 CALL ORDER : 491 CONTRACT ID : B -28219-A COUNTIES : ELKHART LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/27/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057237 R L MCCOY INC $ 937,444.59 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 957,671.41 102.1577% 3 32-0154474 JCI BRIDGE GROUP INC $ 969,409.05 103.4097% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/10/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 2,778,436.60 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 3,094,799.31 111.3864% 3 35-0997978 PHEND & BROWN, INC. $ 3,398,632.34 122.3218% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 3,399,834.88 122.3650% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-0997978 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 16441.23000 16441.23| 31600.00000 31600.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1835.41000 22024.92| 1993.45000 23921.40| 1590.00000 19080.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 138921.83000 138921.83| 164117.95000 164117.95| 163820.00000 163820.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 27784.37000 27784.37| 3297.07000 3297.07| 32365.00000 32365.00 CLEARING RIGHT OF WAY | | | 0008 203-02000 2420.000 m3 | 13.60000 32912.00| 15.33000 37098.60| 13.65000 33033.00 EXCAVATION, COMMON | | | 0009 203-02070 133675.000 m3 | 8.05000 1076083.75| 9.04000 1208422.00| 10.00000 1336750.00 BORROW | | | 0010 205-06932 140.000 m | 21.50000 3010.00| 21.50000 3010.00| 21.50000 3010.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06936 27.000 Mg | 63.45000 1713.15| 58.06000 1567.62| 45.00000 1215.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 658.000 m | 4.80000 3158.40| 7.61000 5007.38| 3.88000 2553.04 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-0997978 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 206-51225 50.000 m3 | 36.30000 1815.00| 28.23000 1411.50| 21.00000 1050.00 EXCAVATION, DRY | | | 0014 207-08264 13245.000 m2 | 4.95000 65562.75| 6.40000 84768.00| 3.35000 44370.75 SUBGRADE TREATMENT, TYPE II | | | 0015 207-08267 1260.000 m2 | 9.50000 11970.00| 8.61000 10848.60| 11.50000 14490.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-02050 1073.000 m3 | 28.00000 30044.00| 36.85000 39540.05| 28.00000 30044.00 B BORROW | | | 0017 211-07454 2414.000 m3 | 28.00000 67592.00| 28.56000 68943.84| 28.00000 67592.00 STRUCTURE BACKFILL | | | 0018 301-07448 3728.000 Mg | 16.50000 61512.00| 18.17000 67737.76| 16.40000 61139.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 34.000 m3 | 105.00000 3570.00| 53.08000 1804.72| 54.00000 1836.00 DENSE GRADED SUBBASE | | | 0020 306-08042 4304.000 m2 | 2.39000 10286.56| 2.39000 10286.56| 3.85000 16570.40 MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 455.000 m2 | 5.13000 2334.15| 5.13000 2334.15| 6.46000 2939.30 MILLING, TRANSITION | | | 0022 401-07321 339.000 Mg | 55.00000 18645.00| 58.00000 19662.00| 62.00000 21018.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 648.000 Mg | 41.00000 26568.00| 45.00000 29160.00| 48.00000 31104.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07407 2041.000 Mg | 38.00000 77558.00| 42.00000 85722.00| 47.00000 95927.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0025 402-07432 867.000 Mg | 47.00000 40749.00| 51.00000 44217.00| 69.00000 59823.00 HMA SURFACE, TYPE A | | | 0026 402-07433 239.000 Mg | 47.00000 11233.00| 51.00000 12189.00| 60.00000 14340.00 HMA SURFACE, TYPE B | | | 0027 402-07435 1171.000 Mg | 35.00000 40985.00| 37.00000 43327.00| 50.50000 59135.50 HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 796.000 Mg | 35.00000 27860.00| 37.00000 29452.00| 49.00000 39004.00 HMA INTERMEDIATE, TYPE B | | | 0029 402-07450 39.000 Mg | 35.00000 1365.00| 37.00000 1443.00| 106.00000 4134.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0030 402-07451 36.000 Mg | 35.00000 1260.00| 37.00000 1332.00| 106.00000 3816.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0031 601-01522 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 1800.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-06233 2.000 EACH | 8450.00000 16900.00| 6000.00000 12000.00| 7525.00000 15050.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-0997978 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-94689 4.000 EACH | 2200.00000 8800.00| 2200.00000 8800.00| 2852.00000 11408.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 88.000 m | 58.00000 5104.00| 58.00000 5104.00| 45.75000 4026.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 602-06729 12.000 EACH | 10.55000 126.60| 3.95000 47.40| 3.95000 47.40 BARRIER DELINEATOR | | | 0036 609-06259 226.000 m2 | 72.50000 16385.00| 117.87000 26638.62| 62.00000 14012.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 610-07487 604.000 Mg | 80.00000 48320.00| 80.00000 48320.00| 60.00000 36240.00 HMA FOR APPROACHES, TYPE B | | | 0038 615-06490 20.000 EACH | 160.00000 3200.00| 160.00000 3200.00| 114.00000 2280.00 RIGHT OF WAY MARKER | | | 0039 615-06505 3.000 EACH | 560.00000 1680.00| 560.00000 1680.00| 520.00000 1560.00 MONUMENT, B | | | 0040 621-01004 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 3.500 Mg | 567.00000 1984.50| 567.00000 1984.50| 567.00000 1984.50 FERTILIZER | | | 0042 621-06553 700.000 kg | 5.97000 4179.00| 5.97000 4179.00| 5.97000 4179.00 SEED MIXTURE, R | | | 0043 621-06565 17.000 Mg | 433.00000 7361.00| 433.00000 7361.00| 433.00000 7361.00 MULCHING MATERIAL | | | 0044 701-08355 480.000 m | 155.00000 74400.00| 134.08000 64358.40| 250.00000 120000.00 PILE, CONCRETE, STEEL SHELL ENCASED, 9. | | | 5 mm, 406mm | | | 0045 702-51015 26.000 m3 | 400.00000 10400.00| 857.33000 22290.58| 275.00000 7150.00 CONCRETE, B, FOOTINGS | | | 0046 702-92857 103.000 m3 | 575.00000 59225.00| 974.60000 100383.80| 800.00000 82400.00 CONCRETE, C, SUBSTRUCTURE | | | 0047 703-51030 4035.000 kg | 1.75000 7061.25| 1.71000 6899.85| 1.85000 7464.75 REINFORCING STEEL | | | 0048 703-51032 35184.000 kg | 1.92000 67553.28| 1.55000 54535.20| 2.00000 70368.00 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 204.000 m3 | 500.00000 102000.00| 757.00000 154428.00| 625.00000 127500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-05732 4.000 EACH | 1225.00000 4900.00| 2141.18000 8564.72| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-0997978 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 706-51020 28.000 m3 | 535.00000 14980.00| 1234.80000 34574.40| 800.00000 22400.00 CONCRETE, C, RAILING | | | 0052 707-05992 339.000 m | 675.00000 228825.00| 735.39000 249297.21| 900.00000 305100.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1524 mm | | | 0053 709-51821 LUMP | 2080.66000 2080.66| 1500.00000 1500.00| 5500.00000 5500.00 SURFACE SEAL | | | 0054 711-51035 355.000 kg | 3.20000 1136.00| 7.04000 2499.20| 5.00000 1775.00 STRUCTURAL STEEL | | | 0055 711-51871 18.000 m | 63.70000 1146.60| 283.07000 5095.26| 70.00000 1260.00 FILLET WELD, 8 mm | | | 0056 715-05019 77.000 m | 200.00000 15400.00| 271.47000 20903.19| 346.00000 26642.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0057 715-05118 14.000 m | 86.00000 1204.00| 217.81000 3049.34| 100.00000 1400.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0058 715-05119 25.000 m | 64.00000 1600.00| 140.55000 3513.75| 104.00000 2600.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0059 715-05123 76.000 m | 120.00000 9120.00| 164.06000 12468.56| 130.00000 9880.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0060 715-05169 42.000 m | 98.00000 4116.00| 160.55000 6743.10| 80.00000 3360.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05177 17.000 m | 200.00000 3400.00| 267.60000 4549.20| 200.00000 3400.00 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0062 715-46005 6.000 EACH | 275.00000 1650.00| 751.34000 4508.04| 270.00000 1620.00 PIPE END SECTION, 375 mm | | | 0063 715-46020 4.000 EACH | 410.00000 1640.00| 1147.25000 4589.00| 430.00000 1720.00 PIPE END SECTION, 600 mm | | | 0064 715-46040 4.000 EACH | 650.00000 2600.00| 1335.00000 5340.00| 670.00000 2680.00 PIPE END SECTION, 900 mm | | | 0065 731-93945 510.000 m2 | 165.00000 84150.00| 151.03000 77025.30| 190.00000 96900.00 FACE PANELS, CONCRETE | | | 0066 731-93946 510.000 m2 | 102.00000 52020.00| 66.01000 33665.10| 180.00000 91800.00 WALL ERECTION | | | 0067 731-93947 90.000 m | 180.00000 16200.00| 211.34000 19020.60| 125.00000 11250.00 LEVELING PAD, CONCRETE | | | 0068 801-04308 4.000 EACH | 315.00000 1260.00| 315.00000 1260.00| 315.00000 1260.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06625 28.000 EACH | 102.00000 2856.00| 102.00000 2856.00| 102.00000 2856.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-0997978 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 801-06640 6.000 EACH | 114.00000 684.00| 114.00000 684.00| 114.00000 684.00 CONSTRUCTION SIGN, A | | | 0071 801-06775 LUMP | 32459.00000 32459.00| 19955.18000 19955.18| 51500.00000 51500.00 MAINTAINING TRAFFIC | | | 0072 801-07119 32.000 m | 44.85000 1435.20| 44.85000 1435.20| 44.85000 1435.20 BARRICADE, III-B | | | 0073 808-06703 2246.000 m | 0.95000 2133.70| 0.95000 2133.70| 1.10000 2470.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0074 808-75240 1013.000 m | 1.15000 1164.95| 1.15000 1164.95| 1.10000 1114.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0075 808-75245 1023.000 m | 1.20000 1227.60| 1.20000 1227.60| 1.10000 1125.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0076 808-75297 10.200 m | 28.25000 288.15| 28.25000 288.15| 10.50000 107.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0077 701-06011 1.000 EACH | 16490.00000 16490.00| 1208.53000 1208.53| 1100.00000 1100.00 DYNAMIC PILE LOAD TEST | | | 0078 701-06012 1.000 EACH | 4800.00000 4800.00| 2522.74000 2522.74| 1100.00000 1100.00 TEST PILE, RESTRIKE | | | 0079 701-06027 1.000 EACH | 3628.00000 3628.00| 2522.74000 2522.74| 6000.00000 6000.00 TEST PILE | | | SECTION TOTALS | $ 2,778,436.60| $ 3,094,799.31| $ 3,398,632.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,778,436.60| $ 3,094,799.31| $ 3,398,632.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 60000.00000 60000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2450.00000 29400.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 175000.00000 175000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0008 203-02000 2420.000 m3 | 10.00000 24200.00| | EXCAVATION, COMMON | | | 0009 203-02070 133675.000 m3 | 10.08000 1347444.00| | BORROW | | | 0010 205-06932 140.000 m | 8.74000 1223.60| | TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06936 27.000 Mg | 83.33000 2249.91| | TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 658.000 m | 9.84000 6474.72| | TEMPORARY SILT FENCE | | | 0013 206-51225 50.000 m3 | 12.00000 600.00| | EXCAVATION, DRY | | | 0014 207-08264 13245.000 m2 | 7.25000 96026.25| | SUBGRADE TREATMENT, TYPE II | | | 0015 207-08267 1260.000 m2 | 8.25000 10395.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-02050 1073.000 m3 | 23.54000 25258.42| | B BORROW | | | 0017 211-07454 2414.000 m3 | 22.00000 53108.00| | STRUCTURE BACKFILL | | | 0018 301-07448 3728.000 Mg | 20.00000 74560.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 302-07455 34.000 m3 | 35.00000 1190.00| | DENSE GRADED SUBBASE | | | 0020 306-08042 4304.000 m2 | 2.15000 9253.60| | MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 455.000 m2 | 2.15000 978.25| | MILLING, TRANSITION | | | 0022 401-07321 339.000 Mg | 65.00000 22035.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 648.000 Mg | 52.00000 33696.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07407 2041.000 Mg | 50.00000 102050.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0025 402-07432 867.000 Mg | 59.00000 51153.00| | HMA SURFACE, TYPE A | | | 0026 402-07433 239.000 Mg | 59.00000 14101.00| | HMA SURFACE, TYPE B | | | 0027 402-07435 1171.000 Mg | 46.00000 53866.00| | HMA INTERMEDIATE, TYPE A | | | 0028 402-07438 796.000 Mg | 46.00000 36616.00| | HMA INTERMEDIATE, TYPE B | | | 0029 402-07450 39.000 Mg | 46.00000 1794.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0030 402-07451 36.000 Mg | 46.00000 1656.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0031 601-01522 4.000 EACH | 2475.00000 9900.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-06233 2.000 EACH | 8350.00000 16700.00| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0033 601-94689 4.000 EACH | 2600.00000 10400.00| | GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 88.000 m | 50.85000 4474.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 602-06729 12.000 EACH | 15.00000 180.00| | BARRIER DELINEATOR | | | 0036 609-06259 226.000 m2 | 74.00000 16724.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 610-07487 604.000 Mg | 94.00000 56776.00| | HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06490 20.000 EACH | 145.00000 2900.00| | RIGHT OF WAY MARKER | | | 0039 615-06505 3.000 EACH | 775.00000 2325.00| | MONUMENT, B | | | 0040 621-01004 1.000 EACH | 800.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 3.500 Mg | 650.00000 2275.00| | FERTILIZER | | | 0042 621-06553 700.000 kg | 12.00000 8400.00| | SEED MIXTURE, R | | | 0043 621-06565 17.000 Mg | 775.00000 13175.00| | MULCHING MATERIAL | | | 0044 701-08355 480.000 m | 174.00000 83520.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 9. | | | 5 mm, 406mm | | | 0045 702-51015 26.000 m3 | 883.00000 22958.00| | CONCRETE, B, FOOTINGS | | | 0046 702-92857 103.000 m3 | 884.71000 91125.13| | CONCRETE, C, SUBSTRUCTURE | | | 0047 703-51030 4035.000 kg | 2.31000 9320.85| | REINFORCING STEEL | | | 0048 703-51032 35184.000 kg | 1.59000 55942.56| | REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 204.000 m3 | 883.46000 180225.84| | CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-05732 4.000 EACH | 1700.00000 6800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0051 706-51020 28.000 m3 | 945.00000 26460.00| | CONCRETE, C, RAILING | | | 0052 707-05992 339.000 m | 739.00000 250521.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1524 mm | | | 0053 709-51821 LUMP | 18000.00000 18000.00| | SURFACE SEAL | | | 0054 711-51035 355.000 kg | 11.00000 3905.00| | STRUCTURAL STEEL | | | 0055 711-51871 18.000 m | 125.00000 2250.00| | FILLET WELD, 8 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 715-05019 77.000 m | 224.00000 17248.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0057 715-05118 14.000 m | 38.00000 532.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0058 715-05119 25.000 m | 97.00000 2425.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0059 715-05123 76.000 m | 86.00000 6536.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0060 715-05169 42.000 m | 97.00000 4074.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05177 17.000 m | 154.82000 2631.94| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0062 715-46005 6.000 EACH | 275.00000 1650.00| | PIPE END SECTION, 375 mm | | | 0063 715-46020 4.000 EACH | 325.00000 1300.00| | PIPE END SECTION, 600 mm | | | 0064 715-46040 4.000 EACH | 800.00000 3200.00| | PIPE END SECTION, 900 mm | | | 0065 731-93945 510.000 m2 | 181.00000 92310.00| | FACE PANELS, CONCRETE | | | 0066 731-93946 510.000 m2 | 57.59000 29370.90| | WALL ERECTION | | | 0067 731-93947 90.000 m | 235.00000 21150.00| | LEVELING PAD, CONCRETE | | | 0068 801-04308 4.000 EACH | 400.00000 1600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06625 28.000 EACH | 145.00000 4060.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 6.000 EACH | 166.00000 996.00| | CONSTRUCTION SIGN, A | | | 0071 801-06775 LUMP | 35000.00000 35000.00| | MAINTAINING TRAFFIC | | | 0072 801-07119 32.000 m | 66.00000 2112.00| | BARRICADE, III-B | | | 0073 808-06703 2246.000 m | 1.25000 2807.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0074 808-75240 1013.000 m | 1.75000 1772.75| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 501 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,750,765.13 ROUTE : SR 14 CALL ORDER : 501 CONTRACT ID : B -28308-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 808-75245 1023.000 m | 1.82000 1861.86| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0076 808-75297 10.200 m | 35.00000 357.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0077 701-06011 1.000 EACH | 5800.00000 5800.00| | DYNAMIC PILE LOAD TEST | | | 0078 701-06012 1.000 EACH | 1100.00000 1100.00| | TEST PILE, RESTRIKE | | | 0079 701-06027 1.000 EACH | 4550.00000 4550.00| | TEST PILE | | | SECTION TOTALS | $ 3,399,834.88| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,399,834.88| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,194,988.80 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 1,212,239.32 101.4436% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,293,025.40 108.2040% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,397,114.31 116.9144% ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 9920.00000 9920.00| 10000.00000 10000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1624.00000 19488.00| 1500.00000 18000.00| 1750.00000 21000.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 60000.00000 60000.00| 60000.00000 60000.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15580.00000 15580.00| 40000.00000 40000.00| 26000.00000 26000.00 CLEARING RIGHT OF WAY | | | 0007 202-02236 726.000 SYS | 4.00000 2904.00| 8.00000 5808.00| 10.00000 7260.00 SURFACE, REMOVE | | | 0008 202-02240 1139.000 SYS | 13.94000 15877.66| 10.00000 11390.00| 15.00000 17085.00 PAVEMENT REMOVAL | | | 0009 202-02241 312.000 LFT | 4.50000 1404.00| 3.50000 1092.00| 3.25000 1014.00 GUARDRAIL, REMOVE | | | 0012 203-02055 4312.000 CYS | 16.50000 71148.00| 15.00000 64680.00| 22.00000 94864.00 EMBANKMENT | | | 0013 203-02235 726.000 SYS | 5.00000 3630.00| 12.50000 9075.00| 2.00000 1452.00 BREAKING PAVEMENT | | | 0014 203-51223 697.000 CYS | 16.20000 11291.40| 10.00000 6970.00| 12.00000 8364.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 205-06931 28.000 TON | 48.00000 1344.00| 20.00000 560.00| 55.00000 1540.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 206-51230 108.000 CYS | 78.00000 8424.00| 100.00000 10800.00| 28.00000 3024.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08268 3806.000 SYS | 16.56000 63027.36| 8.00000 30448.00| 18.00000 68508.00 SUBGRADE TREATMENT, TYPE IV | | | 0018 211-02050 100.000 CYS | 50.00000 5000.00| 30.00000 3000.00| 55.00000 5500.00 B BORROW | | | 0019 211-06467 58.000 CYS | 42.00000 2436.00| 35.00000 2030.00| 55.00000 3190.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 34.000 CYS | 60.00000 2040.00| 35.00000 1190.00| 30.00000 1020.00 STRUCTURE BACKFILL | | | 0021 301-07448 511.000 TON | 27.50000 14052.50| 18.00000 9198.00| 28.00000 14308.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 59.000 CYS | 52.00000 3068.00| 35.00000 2065.00| 55.00000 3245.00 DENSE GRADED SUBBASE | | | 0023 304-07493 270.000 TON | 65.50000 17685.00| 72.00000 19440.00| 70.00000 18900.00 WIDENING WITH HMA, TYPE B | | | 0024 306-08043 534.000 SYS | 5.00000 2670.00| 10.00000 5340.00| 10.00000 5340.00 MILLING, TRANSITION | | | 0025 402-07433 294.000 TON | 56.70000 16669.80| 61.00000 17934.00| 60.00000 17640.00 HMA SURFACE, TYPE B | | | 0026 402-07438 481.000 TON | 51.75000 24891.75| 57.00000 27417.00| 55.00000 26455.00 HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 1388.000 TON | 45.50000 63154.00| 51.00000 70788.00| 45.00000 62460.00 HMA BASE, TYPE B | | | 0028 404-05511 1389.000 SYS | 2.35000 3264.15| 2.75000 3819.75| 2.50000 3472.50 SEAL COAT, 2 | | | 0029 406-05520 3.000 TON | 285.00000 855.00| 310.00000 930.00| 300.00000 900.00 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH | 1500.00000 6000.00| 2100.00000 8400.00| 2000.00000 8000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH | 1795.00000 1795.00| 1900.00000 1900.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-01839 1.000 EACH | 1795.00000 1795.00| 1900.00000 1900.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0033 601-01846 2.000 EACH | 1795.00000 3590.00| 1750.00000 3500.00| 1750.00000 3500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 601-94689 2.000 EACH | 2295.00000 4590.00| 2375.00000 4750.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 675.000 LFT | 15.35000 10361.25| 16.00000 10800.00| 15.00000 10125.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 602-06729 6.000 EACH | 8.00000 48.00| 10.00000 60.00| 8.50000 51.00 BARRIER DELINEATOR | | | 0037 603-06040 1720.000 LFT | 9.75000 16770.00| 7.10000 12212.00| 7.00000 12040.00 FENCE, FARM FIELD, 47 IN. | | | 0038 609-06259 342.200 SYS | 70.95000 24279.09| 75.00000 25665.00| 85.00000 29087.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0039 610-07486 109.000 TON | 92.60000 10093.40| 100.00000 10900.00| 100.00000 10900.00 HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 3.000 EACH | 115.00000 345.00| 150.00000 450.00| 200.00000 600.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 18.000 EACH | 98.00000 1764.00| 125.00000 2250.00| 125.00000 2250.00 RIGHT OF WAY MARKER | | | 0042 615-06500 2.000 EACH | 495.00000 990.00| 575.00000 1150.00| 600.00000 1200.00 MONUMENT, A | | | 0043 616-02320 2113.000 SYS | 2.33000 4923.29| 3.50000 7395.50| 3.00000 6339.00 GEOTEXTILES | | | 0044 616-05688 731.000 TON | 21.00000 15351.00| 22.00000 16082.00| 30.00000 21930.00 RIPRAP, CLASS 1 | | | 0045 616-06405 430.000 TON | 22.50000 9675.00| 22.00000 9460.00| 30.00000 12900.00 RIPRAP, REVETMENT | | | 0046 621-01004 1.000 EACH | 500.00000 500.00| 1000.00000 1000.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01956 110.000 LBS | 3.25000 357.50| 4.50000 495.00| 3.25000 357.50 SEED MIXTURE, LEGUME, 1 | | | 0048 621-06545 0.300 TON | 300.00000 90.00| 1200.00000 360.00| 450.00000 135.00 FERTILIZER | | | 0049 621-06565 1.100 TON | 300.00000 330.00| 650.00000 715.00| 400.00000 440.00 MULCHING MATERIAL | | | 0050 621-06567 125.000 kGAL | 1.00000 125.00| 1.10000 137.50| 5.00000 625.00 WATER | | | 0051 621-06574 269.000 SYS | 2.40000 645.60| 6.00000 1614.00| 3.25000 874.25 SODDING | | | 0052 621-07618 3765.000 SYS | 9.33000 35127.45| 10.33000 38892.45| 10.00000 37650.00 COMPOST SOIL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 621-08082 2095.000 LFT | 3.28000 6871.60| 3.75000 7856.25| 4.00000 8380.00 COMPOST FILTER SOCK | | | 0054 621-52448 2.000 EACH | 30.00000 60.00| 35.00000 70.00| 30.00000 60.00 SIGN, DO NOT SPRAY | | | 0055 622-52436 6.000 EACH | 30.00000 180.00| 35.00000 210.00| 30.00000 180.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 165.000 EACH | 8.00000 1320.00| 12.00000 1980.00| 6.50000 1072.50 SEEDLING | | | 0059 701-05783 12.000 HRS | 1150.00000 13800.00| 600.00000 7200.00| 700.00000 8400.00 OBSTRUCTIONS | | | 0060 701-05787 LUMP | 14502.00000 14502.00| 3500.00000 3500.00| 7500.00000 7500.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0061 702-51005 43.600 CYS | 766.54000 33421.14| 800.00000 34880.00| 675.00000 29430.00 CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51100 100.000 LBS | 7.19000 719.00| 4.00000 400.00| 10.00000 1000.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0063 702-51110 558.000 LBS | 4.79000 2672.82| 3.00000 1674.00| 3.50000 1953.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 703-51032 53697.000 LBS | 1.10000 59066.70| 0.90000 48327.30| 1.00000 53697.00 REINFORCING STEEL, EPOXY COATED | | | 0066 703-97936 360.000 EACH | 20.98000 7552.80| 16.50000 5940.00| 20.00000 7200.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0067 704-04850 605.000 SYS | 86.40000 52272.00| 60.00000 36300.00| 80.00000 48400.00 CONCRETE MATTRESS, ARTICULATED | | | 0068 704-51002 133.300 CYS | 574.00000 76514.20| 800.00000 106640.00| 765.00000 101974.50 CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-05732 4.000 EACH | 1300.00000 5200.00| 1500.00000 6000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0070 706-51020 13.800 CYS | 431.00000 5947.80| 750.00000 10350.00| 450.00000 6210.00 CONCRETE, C, RAILING | | | 0071 707-05983 552.000 LFT | 147.73000 81546.96| 175.00000 96600.00| 180.00000 99360.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0072 709-51821 LUMP | 2650.00000 2650.00| 3500.00000 3500.00| 3000.00000 3000.00 SURFACE SEAL | | | 0073 714-44240 1.260 CYS | 2500.00000 3150.00| 1000.00000 1260.00| 2000.00000 2520.00 CONCRETE, A, STRUCTURES | | | 0074 714-99346 38.000 LFT | 465.00000 17670.00| 300.00000 11400.00| 400.00000 15200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 715-05169 146.000 LFT | 40.46000 5907.16| 25.00000 3650.00| 30.00000 4380.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0076 715-05407 168.000 LFT | 14.00000 2352.00| 8.00000 1344.00| 20.00000 3360.00 PIPE, END BENT DRAIN, 6 IN. | | | 0077 715-46005 4.000 EACH | 303.20000 1212.80| 200.00000 800.00| 500.00000 2000.00 PIPE END SECTION, 15 IN. | | | 0078 801-06203 1900.000 LFT | 0.24000 456.00| 0.53000 1007.00| 0.50000 950.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0079 801-06207 3454.000 LFT | 1.00000 3454.00| 1.20000 4144.80| 1.10000 3799.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0080 801-06218 48.000 LFT | 6.00000 288.00| 7.25000 348.00| 7.00000 336.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0081 801-06640 16.000 EACH | 125.00000 2000.00| 170.00000 2720.00| 175.00000 2800.00 CONSTRUCTION SIGN, A | | | 0082 801-06645 12.000 EACH | 60.00000 720.00| 110.00000 1320.00| 100.00000 1200.00 CONSTRUCTION SIGN, B | | | 0083 801-06775 LUMP | 22000.00000 22000.00| 15000.00000 15000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0084 801-07023 2.000 EACH | 3100.00000 6200.00| 6000.00000 12000.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0085 801-07119 96.000 LFT | 25.00000 2400.00| 16.50000 1584.00| 16.00000 1536.00 BARRICADE, III-B | | | 0086 801-08508 1100.000 LFT | 18.00000 19800.00| 20.00000 22000.00| 40.00000 44000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0087 801-53072 LUMP | 30000.00000 30000.00| 45000.00000 45000.00| 29000.00000 29000.00 TEMPORARY TRAFFIC SIGNAL | | | 0088 801-97643 864.000 LFT | 7.75000 6696.00| 4.40000 3801.60| 4.50000 3888.00 TEMPORARY BUZZ STRIPS | | | 0089 802-76025 22.250 SFT | 17.90000 398.28| 23.00000 511.75| 22.00000 489.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0090 802-76055 70.000 LFT | 4.95000 346.50| 6.00000 420.00| 6.00000 420.00 SIGN POST, A | | | 0091 808-06703 2676.000 LFT | 0.39000 1043.64| 0.50000 1338.00| 0.50000 1338.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0092 808-06716 2031.000 LFT | 1.00000 2031.00| 0.52000 1056.12| 0.50000 1015.50 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1310611 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0093 808-75240 334.500 LFT | 0.39000 130.46| 1.40000 468.30| 1.50000 501.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0094 808-75245 894.000 LFT | 0.39000 348.66| 0.50000 447.00| 0.50000 447.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0095 808-75996 22.000 EACH | 11.74000 258.28| 22.00000 484.00| 25.00000 550.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0096 808-75998 22.000 EACH | 65.00000 1430.00| 52.00000 1144.00| 50.00000 1100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 701-05781 22.200 CYS | 1062.00000 23576.40| 900.00000 19980.00| 800.00000 17760.00 UNCLASSIFIED SHAFT EXCAVATION , 30 IN. | | | DIA. | | | 0098 701-05785 120.000 LFT | 165.00000 19800.00| 150.00000 18000.00| 55.00000 6600.00 EXPLORATION (SHAFT EXCAVATION) 2 IN. | | | DIA. | | | 0099 701-05779 LUMP | 10200.00000 10200.00| 20000.00000 20000.00| 15000.00000 15000.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0100 701-05780 22.200 CYS | 1007.00000 22355.40| 190.00000 4218.00| 1250.00000 27750.00 DRILLED SHAFT CONCRETE , 30 IN. DIA. | | | 0101 701-05784 12.000 LFT | 100.00000 1200.00| 275.00000 3300.00| 110.00000 1320.00 TRIAL SHAFT HOLES , 30 IN. DIA. | | | 0102 202-51330 LUMP | 33895.00000 33895.00| 50000.00000 50000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 1,194,988.80| $ 1,212,239.32| $ 1,293,025.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,194,988.80| $ 1,212,239.32| $ 1,293,025.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 69000.00000 69000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 48000.00000 48000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02236 726.000 SYS | 9.50000 6897.00| | SURFACE, REMOVE | | | 0008 202-02240 1139.000 SYS | 20.00000 22780.00| | PAVEMENT REMOVAL | | | 0009 202-02241 312.000 LFT | 4.50000 1404.00| | GUARDRAIL, REMOVE | | | 0012 203-02055 4312.000 CYS | 25.00000 107800.00| | EMBANKMENT | | | 0013 203-02235 726.000 SYS | 5.00000 3630.00| | BREAKING PAVEMENT | | | 0014 203-51223 697.000 CYS | 20.00000 13940.00| | EXCAVATION, WATERWAY | | | 0015 205-06931 28.000 TON | 50.00000 1400.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 206-51230 108.000 CYS | 35.00000 3780.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08268 3806.000 SYS | 11.00000 41866.00| | SUBGRADE TREATMENT, TYPE IV | | | 0018 211-02050 100.000 CYS | 48.00000 4800.00| | B BORROW | | | 0019 211-06467 58.000 CYS | 80.00000 4640.00| | AGGREGATE FOR END BENT BACKFILL | | | 0020 211-07454 34.000 CYS | 65.00000 2210.00| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 301-07448 511.000 TON | 22.00000 11242.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 59.000 CYS | 75.00000 4425.00| | DENSE GRADED SUBBASE | | | 0023 304-07493 270.000 TON | 55.00000 14850.00| | WIDENING WITH HMA, TYPE B | | | 0024 306-08043 534.000 SYS | 11.50000 6141.00| | MILLING, TRANSITION | | | 0025 402-07433 294.000 TON | 56.75000 16684.50| | HMA SURFACE, TYPE B | | | 0026 402-07438 481.000 TON | 47.50000 22847.50| | HMA INTERMEDIATE, TYPE B | | | 0027 402-07441 1388.000 TON | 44.00000 61072.00| | HMA BASE, TYPE B | | | 0028 404-05511 1389.000 SYS | 7.00000 9723.00| | SEAL COAT, 2 | | | 0029 406-05520 3.000 TON | 400.00000 1200.00| | ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH | 1500.00000 6000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH | 1795.00000 1795.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-01839 1.000 EACH | 1795.00000 1795.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0033 601-01846 2.000 EACH | 1795.00000 3590.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0034 601-94689 2.000 EACH | 2295.00000 4590.00| | GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 675.000 LFT | 15.35000 10361.25| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 602-06729 6.000 EACH | 8.00000 48.00| | BARRIER DELINEATOR | | | 0037 603-06040 1720.000 LFT | 9.75000 16770.00| | FENCE, FARM FIELD, 47 IN. | | | 0038 609-06259 342.200 SYS | 90.00000 30798.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 610-07486 109.000 TON | 95.00000 10355.00| | HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 3.000 EACH | 115.00000 345.00| | MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 18.000 EACH | 98.00000 1764.00| | RIGHT OF WAY MARKER | | | 0042 615-06500 2.000 EACH | 495.00000 990.00| | MONUMENT, A | | | 0043 616-02320 2113.000 SYS | 4.00000 8452.00| | GEOTEXTILES | | | 0044 616-05688 731.000 TON | 24.00000 17544.00| | RIPRAP, CLASS 1 | | | 0045 616-06405 430.000 TON | 22.00000 9460.00| | RIPRAP, REVETMENT | | | 0046 621-01004 1.000 EACH | 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-01956 110.000 LBS | 3.00000 330.00| | SEED MIXTURE, LEGUME, 1 | | | 0048 621-06545 0.300 TON | 395.00000 118.50| | FERTILIZER | | | 0049 621-06565 1.100 TON | 360.00000 396.00| | MULCHING MATERIAL | | | 0050 621-06567 125.000 kGAL | 5.00000 625.00| | WATER | | | 0051 621-06574 269.000 SYS | 3.00000 807.00| | SODDING | | | 0052 621-07618 3765.000 SYS | 9.33000 35127.45| | COMPOST SOIL BLANKET | | | 0053 621-08082 2095.000 LFT | 3.28000 6871.60| | COMPOST FILTER SOCK | | | 0054 621-52448 2.000 EACH | 28.00000 56.00| | SIGN, DO NOT SPRAY | | | 0055 622-52436 6.000 EACH | 28.00000 168.00| | SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 165.000 EACH | 6.00000 990.00| | SEEDLING | | | 0059 701-05783 12.000 HRS | 575.00000 6900.00| | OBSTRUCTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 701-05787 LUMP | 14000.00000 14000.00| | INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0061 702-51005 43.600 CYS | 1100.00000 47960.00| | CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51100 100.000 LBS | 6.00000 600.00| | DRAIN PIPE, CAST IRON, 6 IN. | | | 0063 702-51110 558.000 LBS | 2.00000 1116.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 703-51032 53697.000 LBS | 1.13000 60677.61| | REINFORCING STEEL, EPOXY COATED | | | 0066 703-97936 360.000 EACH | 13.50000 4860.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0067 704-04850 605.000 SYS | 110.00000 66550.00| | CONCRETE MATTRESS, ARTICULATED | | | 0068 704-51002 133.300 CYS | 950.00000 126635.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-05732 4.000 EACH | 1100.00000 4400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0070 706-51020 13.800 CYS | 550.00000 7590.00| | CONCRETE, C, RAILING | | | 0071 707-05983 552.000 LFT | 200.00000 110400.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 36 IN. X 12 IN. | | | 0072 709-51821 LUMP | 2650.00000 2650.00| | SURFACE SEAL | | | 0073 714-44240 1.260 CYS | 1500.00000 1890.00| | CONCRETE, A, STRUCTURES | | | 0074 714-99346 38.000 LFT | 325.00000 12350.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3 FT. X 2 FT. | | | 0075 715-05169 146.000 LFT | 45.00000 6570.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0076 715-05407 168.000 LFT | 10.00000 1680.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0077 715-46005 4.000 EACH | 600.00000 2400.00| | PIPE END SECTION, 15 IN. | | | 0078 801-06203 1900.000 LFT | 0.24000 456.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 801-06207 3454.000 LFT | 1.00000 3454.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0080 801-06218 48.000 LFT | 6.00000 288.00| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0081 801-06640 16.000 EACH | 125.00000 2000.00| | CONSTRUCTION SIGN, A | | | 0082 801-06645 12.000 EACH | 60.00000 720.00| | CONSTRUCTION SIGN, B | | | 0083 801-06775 LUMP | 7000.00000 7000.00| | MAINTAINING TRAFFIC | | | 0084 801-07023 2.000 EACH | 3100.00000 6200.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0085 801-07119 96.000 LFT | 25.00000 2400.00| | BARRICADE, III-B | | | 0086 801-08508 1100.000 LFT | 35.00000 38500.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0087 801-53072 LUMP | 30000.00000 30000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0088 801-97643 864.000 LFT | 7.75000 6696.00| | TEMPORARY BUZZ STRIPS | | | 0089 802-76025 22.250 SFT | 17.90000 398.28| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0090 802-76055 70.000 LFT | 4.95000 346.50| | SIGN POST, A | | | 0091 808-06703 2676.000 LFT | 0.39000 1043.64| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0092 808-06716 2031.000 LFT | 1.00000 2031.00| | LINE, REMOVE | | | 0093 808-75240 334.500 LFT | 0.39000 130.46| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0094 808-75245 894.000 LFT | 0.39000 348.66| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0095 808-75996 22.000 EACH | 42.38000 932.36| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 511 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,634,000.00 ROUTE : SR 54 CALL ORDER : 511 CONTRACT ID : B -28342-A COUNTIES : LAWRENCE LETTING DATE : 03/15/06 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( ) |( ) |GOHMANN ASPHALT & CONSTR., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 808-75998 22.000 EACH | 65.00000 1430.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 701-05781 22.200 CYS | 850.00000 18870.00| | UNCLASSIFIED SHAFT EXCAVATION , 30 IN. | | | DIA. | | | 0098 701-05785 120.000 LFT | 100.00000 12000.00| | EXPLORATION (SHAFT EXCAVATION) 2 IN. | | | DIA. | | | 0099 701-05779 LUMP | 15000.00000 15000.00| | FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT | | | 0100 701-05780 22.200 CYS | 800.00000 17760.00| | DRILLED SHAFT CONCRETE , 30 IN. DIA. | | | 0101 701-05784 12.000 LFT | 250.00000 3000.00| | TRIAL SHAFT HOLES , 30 IN. DIA. | | | 0102 202-51330 LUMP | 58000.00000 58000.00| | PRESENT STRUCTURE, REMOVE | | | SECTION TOTALS | $ 1,397,114.31| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,397,114.31| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,000.00 ROUTE : US 36 CALL ORDER : 521 CONTRACT ID : B -28351-A COUNTIES : HENRY LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/21/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 374,988.49 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 438,293.90 116.8820% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 480,000.00 128.0039% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 481,905.10 128.5120% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 515,467.85 137.4623% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 573,417.00 152.9159% ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 90-0177865 |( 3 ) 35-0918397 |B & P CONSTRUCTION |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 7950.00000 7950.00| 6300.00000 6300.00| 6200.00000 6200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1600.00000 9600.00| 1300.00000 7800.00| 2400.00000 14400.00 FIELD OFFICE, A | | | 0003 105-08520 2.000 EACH | 310.00000 620.00| 150.00000 300.00| 250.00000 500.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 160.00000 1920.00| 550.00000 6600.00| 150.00000 1800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 17065.00000 17065.00| 21700.00000 21700.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 7500.00000 7500.00| 10800.00000 10800.00| 9600.00000 9600.00 CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,000.00 ROUTE : US 36 CALL ORDER : 521 CONTRACT ID : B -28351-A COUNTIES : HENRY LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 90-0177865 |( 3 ) 35-0918397 |B & P CONSTRUCTION |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-51330 LUMP | 13000.00000 13000.00| 10500.00000 10500.00| 13651.71000 13651.71 PRESENT STRUCTURE, REMOVE | | | 0012 203-02000 714.000 CYS | 11.00000 7854.00| 23.00000 16422.00| 23.00000 16422.00 EXCAVATION, COMMON | | | 0013 203-02070 1024.000 CYS | 7.56000 7741.44| 15.00000 15360.00| 18.00000 18432.00 BORROW | | | 0014 205-06932 113.000 LFT | 8.30000 937.90| 8.50000 960.50| 8.30000 937.90 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06937 342.000 LFT | 1.45000 495.90| 1.50000 513.00| 1.45000 495.90 TEMPORARY SILT FENCE | | | 0017 211-07454 51.300 CYS | 19.00000 974.70| 42.00000 2154.60| 24.00000 1231.20 STRUCTURE BACKFILL | | | 0018 213-52830 73.500 CYS | 62.00000 4557.00| 85.00000 6247.50| 110.00000 8085.00 FLOWABLE MORTAR | | | 0019 303-01180 1290.000 TON | 18.00000 23220.00| 26.25000 33862.50| 19.00000 24510.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 306-08043 266.000 SYS | 18.36000 4883.76| 10.00000 2660.00| 13.00000 3458.00 MILLING, TRANSITION | | | 0021 401-06264 LUMP | 2000.00000 2000.00| 2050.00000 2050.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0022 401-07321 308.000 TON | 75.75000 23331.00| 78.00000 24024.00| 70.00000 21560.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 483.000 TON | 42.03000 20300.49| 44.00000 21252.00| 60.00000 28980.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07407 1610.000 TON | 36.00000 57960.00| 38.00000 61180.00| 55.00000 88550.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0025 402-07440 196.000 TON | 40.50000 7938.00| 42.00000 8232.00| 55.00000 10780.00 HMA BASE, TYPE A | | | 0026 402-07450 15.000 TON | 49.00000 735.00| 44.00000 660.00| 150.00000 2250.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0027 404-05511 1189.000 SYS | 2.20000 2615.80| 2.20000 2615.80| 3.60000 4280.40 SEAL COAT, 2 | | | 0028 404-05514 1966.000 SYS | 1.33000 2614.78| 1.35000 2654.10| 4.00000 7864.00 SEAL COAT, 5 | | | 0029 406-05520 2.300 TON | 218.00000 501.40| 200.00000 460.00| 200.00000 460.00 ASPHALT FOR TACK COAT | | | 0030 601-06854 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| 2475.00000 4950.00 GUARDRAIL, W-BEAM, NESTED | | | 0031 601-94689 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00| 1950.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,000.00 ROUTE : US 36 CALL ORDER : 521 CONTRACT ID : B -28351-A COUNTIES : HENRY LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 90-0177865 |( 3 ) 35-0918397 |B & P CONSTRUCTION |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-97774 1.000 EACH | 700.00000 700.00| 655.00000 655.00| 650.00000 650.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 525.000 LFT | 13.35000 7008.75| 13.75000 7218.75| 13.35000 7008.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07486 26.000 TON | 81.00000 2106.00| 82.00000 2132.00| 160.00000 4160.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06497 2.000 EACH | 170.00000 340.00| 170.00000 340.00| 170.00000 340.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06505 2.000 EACH | 525.00000 1050.00| 515.00000 1030.00| 505.00000 1010.00 MONUMENT, B | | | 0037 616-02320 443.000 SYS | 2.75000 1218.25| 2.00000 886.00| 3.00000 1329.00 GEOTEXTILES | | | 0038 616-06405 76.000 TON | 18.00000 1368.00| 38.00000 2888.00| 36.00000 2736.00 RIPRAP, REVETMENT | | | 0039 616-06451 279.000 TON | 17.00000 4743.00| 27.00000 7533.00| 36.00000 10044.00 RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH | 312.50000 625.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.450 TON | 530.00000 238.50| 540.00000 243.00| 530.00000 238.50 FERTILIZER | | | 0042 621-06553 190.000 LBS | 3.10000 589.00| 3.15000 598.50| 3.10000 589.00 SEED MIXTURE, R | | | 0043 621-06565 2.240 TON | 375.00000 840.00| 385.00000 862.40| 375.00000 840.00 MULCHING MATERIAL | | | 0044 621-06574 389.000 SYS | 6.16000 2396.24| 6.25000 2431.25| 6.16000 2396.24 SODDING | | | 0045 714-06391 56.000 LFT | 1393.00000 78008.00| 1500.00000 84000.00| 1625.00000 91000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 20 FT. X 5 FT. | | | 0046 715-03475 2.000 EACH | 255.00000 510.00| 375.00000 750.00| 325.00000 650.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0047 715-05123 100.000 LFT | 41.25000 4125.00| 27.00000 2700.00| 58.00000 5800.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0048 715-05169 116.000 LFT | 18.00000 2088.00| 23.00000 2668.00| 27.00000 3132.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0049 715-46005 4.000 EACH | 175.00000 700.00| 350.00000 1400.00| 280.00000 1120.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,000.00 ROUTE : US 36 CALL ORDER : 521 CONTRACT ID : B -28351-A COUNTIES : HENRY LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2064912 |( 2 ) 90-0177865 |( 3 ) 35-0918397 |B & P CONSTRUCTION |HIS CONSTRUCTORS LLC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-04308 7.000 EACH | 110.00000 770.00| 103.00000 721.00| 100.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 30.000 EACH | 71.00000 2130.00| 72.00000 2160.00| 70.00000 2100.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 20.000 EACH | 91.00000 1820.00| 92.00000 1840.00| 90.00000 1800.00 CONSTRUCTION SIGN, A | | | 0054 801-07118 72.000 LFT | 8.00000 576.00| 7.70000 554.40| 7.50000 540.00 BARRICADE, III-A | | | 0055 801-07119 48.000 LFT | 8.00000 384.00| 7.70000 369.60| 7.50000 360.00 BARRICADE, III-B | | | 0056 808-06712 350.000 LFT | 0.60000 210.00| 0.56000 196.00| 0.55000 192.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0057 808-06713 2800.000 LFT | 0.60000 1680.00| 0.56000 1568.00| 0.55000 1540.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 207-08263 267.000 SYS | 26.00000 6942.00| 21.00000 5607.00| 23.00000 6141.00 SUBGRADE TREATMENT, TYPE IA | | | 0059 714-08514 276.300 SFT | 45.25000 12502.58| 100.00000 27630.00| 43.00000 11880.90 WINGWALL | | | SECTION TOTALS | $ 374,988.49| $ 438,293.90| $ 480,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 374,988.49| $ 438,293.90| $ 480,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,000.00 ROUTE : US 36 CALL ORDER : 521 CONTRACT ID : B -28351-A COUNTIES : HENRY LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 35-1618530 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 6500.00000 6500.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 1500.00000 9000.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 105-08520 2.000 EACH | 500.00000 1000.00| 125.00000 250.00| 250.00000 500.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 150.00000 1800.00| 65.00000 780.00| 75.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 23000.00000 23000.00| 25000.00000 25000.00| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 11500.00000 11500.00| 10000.00000 10000.00| 14500.00000 14500.00 CLEARING RIGHT OF WAY | | | 0011 202-51330 LUMP | 50000.00000 50000.00| 21000.00000 21000.00| 34000.00000 34000.00 PRESENT STRUCTURE, REMOVE | | | 0012 203-02000 714.000 CYS | 10.00000 7140.00| 25.00000 17850.00| 15.00000 10710.00 EXCAVATION, COMMON | | | 0013 203-02070 1024.000 CYS | 12.00000 12288.00| 30.00000 30720.00| 15.00000 15360.00 BORROW | | | 0014 205-06932 113.000 LFT | 9.00000 1017.00| 14.00000 1582.00| 9.00000 1017.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06937 342.000 LFT | 1.80000 615.60| 2.60000 889.20| 1.50000 513.00 TEMPORARY SILT FENCE | | | 0017 211-07454 51.300 CYS | 45.00000 2308.50| 65.00000 3334.50| 65.00000 3334.50 STRUCTURE BACKFILL | | | 0018 213-52830 73.500 CYS | 125.00000 9187.50| 200.00000 14700.00| 125.00000 9187.50 FLOWABLE MORTAR | | | 0019 303-01180 1290.000 TON | 20.00000 25800.00| 22.00000 28380.00| 25.00000 32250.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,000.00 ROUTE : US 36 CALL ORDER : 521 CONTRACT ID : B -28351-A COUNTIES : HENRY LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 35-1618530 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08043 266.000 SYS | 6.50000 1729.00| 9.00000 2394.00| 20.00000 5320.00 MILLING, TRANSITION | | | 0021 401-06264 LUMP | 2500.00000 2500.00| 500.00000 500.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0022 401-07321 308.000 TON | 83.00000 25564.00| 67.75000 20867.00| 80.00000 24640.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0023 401-07390 483.000 TON | 46.00000 22218.00| 53.55000 25864.65| 45.00000 21735.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0024 401-07407 1610.000 TON | 40.00000 64400.00| 40.50000 65205.00| 40.00000 64400.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0025 402-07440 196.000 TON | 44.00000 8624.00| 65.00000 12740.00| 44.00000 8624.00 HMA BASE, TYPE A | | | 0026 402-07450 15.000 TON | 46.00000 690.00| 90.45000 1356.75| 45.00000 675.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0027 404-05511 1189.000 SYS | 2.50000 2972.50| 2.25000 2675.25| 2.50000 2972.50 SEAL COAT, 2 | | | 0028 404-05514 1966.000 SYS | 2.00000 3932.00| 2.75000 5406.50| 1.50000 2949.00 SEAL COAT, 5 | | | 0029 406-05520 2.300 TON | 220.00000 506.00| 250.00000 575.00| 225.00000 517.50 ASPHALT FOR TACK COAT | | | 0030 601-06854 2.000 EACH | 2600.00000 5200.00| 2600.00000 5200.00| 2500.00000 5000.00 GUARDRAIL, W-BEAM, NESTED | | | 0031 601-94689 4.000 EACH | 2250.00000 9000.00| 2100.00000 8400.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH | 650.00000 650.00| 685.00000 685.00| 700.00000 700.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 525.000 LFT | 15.00000 7875.00| 14.05000 7376.25| 14.00000 7350.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07486 26.000 TON | 85.00000 2210.00| 96.00000 2496.00| 85.00000 2210.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06497 2.000 EACH | 180.00000 360.00| 180.00000 360.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06505 2.000 EACH | 550.00000 1100.00| 530.00000 1060.00| 550.00000 1100.00 MONUMENT, B | | | 0037 616-02320 443.000 SYS | 3.00000 1329.00| 2.00000 886.00| 3.00000 1329.00 GEOTEXTILES | | | 0038 616-06405 76.000 TON | 25.00000 1900.00| 35.00000 2660.00| 35.00000 2660.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,000.00 ROUTE : US 36 CALL ORDER : 521 CONTRACT ID : B -28351-A COUNTIES : HENRY LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 35-1618530 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-06451 279.000 TON | 25.00000 6975.00| 35.00000 9765.00| 35.00000 9765.00 RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH | 550.00000 1100.00| 525.00000 1050.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06545 0.450 TON | 550.00000 247.50| 555.00000 249.75| 550.00000 247.50 FERTILIZER | | | 0042 621-06553 190.000 LBS | 3.50000 665.00| 3.25000 617.50| 3.25000 617.50 SEED MIXTURE, R | | | 0043 621-06565 2.240 TON | 400.00000 896.00| 400.00000 896.00| 400.00000 896.00 MULCHING MATERIAL | | | 0044 621-06574 389.000 SYS | 6.50000 2528.50| 6.50000 2528.50| 6.50000 2528.50 SODDING | | | 0045 714-06391 56.000 LFT | 2000.00000 112000.00| 2000.00000 112000.00| 2600.00000 145600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 20 FT. X 5 FT. | | | 0046 715-03475 2.000 EACH | 225.00000 450.00| 675.00000 1350.00| 650.00000 1300.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0047 715-05123 100.000 LFT | 50.00000 5000.00| 55.00000 5500.00| 65.00000 6500.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0048 715-05169 116.000 LFT | 20.00000 2320.00| 39.00000 4524.00| 55.00000 6380.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0049 715-46005 4.000 EACH | 200.00000 800.00| 590.00000 2360.00| 650.00000 2600.00 PIPE END SECTION, 15 IN. | | | 0051 801-04308 7.000 EACH | 150.00000 1050.00| 105.00000 735.00| 125.00000 875.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06625 30.000 EACH | 85.00000 2550.00| 75.00000 2250.00| 75.00000 2250.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0053 801-06640 20.000 EACH | 120.00000 2400.00| 95.00000 1900.00| 100.00000 2000.00 CONSTRUCTION SIGN, A | | | 0054 801-07118 72.000 LFT | 8.00000 576.00| 7.90000 568.80| 8.00000 576.00 BARRICADE, III-A | | | 0055 801-07119 48.000 LFT | 8.00000 384.00| 7.90000 379.20| 8.00000 384.00 BARRICADE, III-B | | | 0056 808-06712 350.000 LFT | 0.75000 262.50| 0.60000 210.00| 0.60000 210.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0057 808-06713 2800.000 LFT | 0.60000 1680.00| 0.60000 1680.00| 0.60000 1680.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 207-08263 267.000 SYS | 12.00000 3204.00| 20.00000 5340.00| 30.00000 8010.00 SUBGRADE TREATMENT, TYPE IA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 521 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 598,000.00 ROUTE : US 36 CALL ORDER : 521 CONTRACT ID : B -28351-A COUNTIES : HENRY LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1364963 |( 5 ) 35-1917625 |( 6 ) 35-1618530 |ERBER & MILLIGAN CONSTR. CO. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 714-08514 276.300 SFT | 55.00000 15196.50| 90.00000 24867.00| 165.00000 45589.50 WINGWALL | | | SECTION TOTALS | $ 481,905.10| $ 515,467.85| $ 573,417.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 481,905.10| $ 515,467.85| $ 573,417.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-70 CALL ORDER : 531 CONTRACT ID : B -28429-A COUNTIES : VIGO LETTING DATE : 03/15/06 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 92,070.00 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 117,602.00 127.7311% ==================================================================================================================================== ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,000.00 ROUTE : SR 18 CALL ORDER : 551 CONTRACT ID : B -28440-A COUNTIES : MIAMI LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE 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 35-1386990 ISOM, JACK CONSTRUCTION CO $ 344,823.50 100.0000% 2 35-1057237 R L MCCOY INC $ 387,928.82 112.5007% 3 35-1374866 PRIMCO, INC. $ 390,826.34 113.3410% 4 35-1058755 BAKER & SCHULTZ, INC. $ 394,428.92 114.3857% 5 35-1523985 WIRTZ & YATES, INC. $ 403,261.40 116.9472% 6 35-1817530 PIONEER ASSOCIATES, INC. $ 442,119.62 128.2162% ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1057237 |( 3 ) 35-1374866 |ISOM, JACK CONSTRUCTION CO |R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK RECONSTRUCTION & OVERLAY | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 3000.00000 3000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2600.00000 7800.00| 1725.00000 5175.00| 2200.00000 6600.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 16000.00000 16000.00| 19350.00000 19350.00| 19541.31000 19541.31 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2500.00000 2500.00| 250.00000 250.00| 3908.26000 3908.26 CLEARING RIGHT OF WAY | | | 0007 202-02240 234.000 SYS | 12.00000 2808.00| 23.00000 5382.00| 53.00000 12402.00 PAVEMENT REMOVAL | | | 0008 202-02241 404.000 LFT | 6.00000 2424.00| 4.50000 1818.00| 4.50000 1818.00 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 24000.00000 24000.00| 62000.00000 62000.00| 33943.90000 33943.90 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 240.000 CYS | 8.00000 1920.00| 25.00000 6000.00| 28.00000 6720.00 EXCAVATION, COMMON | | | 0011 207-08267 480.000 SYS | 6.50000 3120.00| 1.00000 480.00| 7.50000 3600.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,000.00 ROUTE : SR 18 CALL ORDER : 551 CONTRACT ID : B -28440-A COUNTIES : MIAMI LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1057237 |( 3 ) 35-1374866 |ISOM, JACK CONSTRUCTION CO |R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 302-07455 60.000 CYS | 45.00000 2700.00| 64.00000 3840.00| 78.00000 4680.00 DENSE GRADED SUBBASE | | | 0013 306-08043 587.000 SYS | 6.50000 3815.50| 5.50000 3228.50| 11.00000 6457.00 MILLING, TRANSITION | | | 0014 402-07453 317.000 TON | 92.00000 29164.00| 70.60000 22380.20| 75.00000 23775.00 HMA FOR TEMPORARY PAVEMENT | | | 0015 406-05521 958.000 SYS | 1.00000 958.00| 0.40000 383.20| 0.30000 287.40 ASPHALT FOR TACK COAT | | | 0016 503-05310 88.000 LFT | 75.00000 6600.00| 130.00000 11440.00| 156.00000 13728.00 TERMINAL JOINT | | | 0017 601-01522 4.000 EACH | 2105.00000 8420.00| 1825.00000 7300.00| 1825.00000 7300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 4.000 EACH | 2300.00000 9200.00| 2110.00000 8440.00| 2110.00000 8440.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 300.000 LFT | 18.00000 5400.00| 14.40000 4320.00| 14.40000 4320.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 609-06259 360.200 SYS | 60.00000 21612.00| 95.00000 34219.00| 65.50000 23593.10 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0021 610-07487 98.000 TON | 120.00000 11760.00| 88.40000 8663.20| 110.00000 10780.00 HMA FOR APPROACHES, TYPE B | | | 0022 616-02320 14.000 SYS | 5.00000 70.00| 2.00000 28.00| 2.10000 29.40 GEOTEXTILES | | | 0023 616-06405 11.000 TON | 35.00000 385.00| 45.00000 495.00| 89.00000 979.00 RIPRAP, REVETMENT | | | 0024 702-04433 26.000 EACH | 45.00000 1170.00| 23.00000 598.00| 71.75000 1865.50 FLOOR DRAIN, PVC, 6 IN. | | | 0025 702-51863 94.000 EACH | 15.00000 1410.00| 18.00000 1692.00| 8.85000 831.90 FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-06029 27554.000 LBS | 0.65000 17910.10| 0.75000 20665.50| 0.95000 26176.30 REINFORCING BARS, EPOXY COATED | | | 0027 704-51002 23.000 CYS | 675.00000 15525.00| 1700.00000 39100.00| 1150.00000 26450.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-06339 168.500 LFT | 90.00000 15165.00| 74.00000 12469.00| 89.00000 14996.50 RAILING, PF-1 | | | 0029 706-06351 4.000 EACH | 1400.00000 5600.00| 2100.00000 8400.00| 1495.00000 5980.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0030 706-51020 9.400 CYS | 850.00000 7990.00| 1160.00000 10904.00| 1325.00000 12455.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,000.00 ROUTE : SR 18 CALL ORDER : 551 CONTRACT ID : B -28440-A COUNTIES : MIAMI LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1057237 |( 3 ) 35-1374866 |ISOM, JACK CONSTRUCTION CO |R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 709-51821 LUMP | 2300.00000 2300.00| 1440.00000 1440.00| 800.00000 800.00 SURFACE SEAL | | | 0032 722-51401 155.000 SFT | 18.00000 2790.00| 10.00000 1550.00| 36.50000 5657.50 BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 373.000 SYS | 50.00000 18650.00| 68.00000 25364.00| 58.00000 21634.00 BRIDGE DECK OVERLAY | | | 0034 722-51846 5.000 CYS | 330.00000 1650.00| 330.00000 1650.00| 330.00000 1650.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 464.000 SFT | 8.50000 3944.00| 5.00000 2320.00| 21.00000 9744.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 722-60824 344.000 SYS | 6.25000 2150.00| 7.00000 2408.00| 10.00000 3440.00 SURFACE MILLING | | | 0037 801-01851 LUMP | 24000.00000 24000.00| 20640.00000 20640.00| 19000.00000 19000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06207 6816.000 LFT | 1.00000 6816.00| 0.82000 5589.12| 1.02000 6952.32 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 12.000 EACH | 155.00000 1860.00| 102.00000 1224.00| 69.00000 828.00 CONSTRUCTION SIGN, A | | | 0040 801-06645 4.000 EACH | 55.00000 220.00| 28.00000 112.00| 15.00000 60.00 CONSTRUCTION SIGN, B | | | 0041 801-06775 LUMP | 6500.00000 6500.00| 3000.00000 3000.00| 10122.00000 10122.00 MAINTAINING TRAFFIC | | | 0042 801-07215 100.000 DAY | 50.00000 5000.00| 30.50000 3050.00| 4.74000 474.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0043 801-08508 630.000 LFT | 35.00000 22050.00| 12.00000 7560.00| 20.60000 12978.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0044 808-03631 1116.000 LFT | 3.15000 3515.40| 1.20000 1339.20| 0.85000 948.60 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0045 808-03632 1116.000 LFT | 3.15000 3515.40| 1.20000 1339.20| 0.85000 948.60 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0046 808-06716 1246.000 LFT | 0.85000 1059.10| 0.45000 560.70| 0.75000 934.50 LINE, REMOVE | | | 0047 808-75994 5.000 EACH | 15.00000 75.00| 12.00000 60.00| 6.05000 30.25 PRISMATIC REFLECTOR | | | 0048 808-75996 5.000 EACH | 50.00000 250.00| 10.00000 50.00| 10.00000 50.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,000.00 ROUTE : SR 18 CALL ORDER : 551 CONTRACT ID : B -28440-A COUNTIES : MIAMI LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1386990 |( 2 ) 35-1057237 |( 3 ) 35-1374866 |ISOM, JACK CONSTRUCTION CO |R L MCCOY INC |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 808-75998 5.000 EACH | 350.00000 1750.00| 300.00000 1500.00| 53.00000 265.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 801-07023 1.000 EACH | 5800.00000 5800.00| 5150.00000 5150.00| 5150.00000 5150.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | SECTION TOTALS | $ 344,823.50| $ 387,928.82| $ 390,826.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 344,823.50| $ 387,928.82| $ 390,826.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 551 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,000.00 ROUTE : SR 18 CALL ORDER : 551 CONTRACT ID : B -28440-A COUNTIES : MIAMI LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1523985 |( 6 ) 35-1817530 |BAKER & SCHULTZ, INC. |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK RECONSTRUCTION & OVERLAY | | | 0001 105-06845 LUMP | 3800.00000 3800.00| 5000.00000 5000.00| 3400.00000 3400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2525.00000 7575.00| 2500.00000 7500.00| 2500.00000 7500.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 21000.00000 21000.00| 15000.00000 15000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 1000.00000 1000.00| 5000.00000 5000.00| 5500.00000 5500.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 234.000 SYS | 10.00000 2340.00| 15.00000 3510.00| 16.00000 3744.00 PAVEMENT REMOVAL | | | 0008 202-02241 404.000 LFT | 4.50000 1818.00| 6.00000 2424.00| 4.50000 1818.00 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 97500.00000 97500.00| 45000.00000 45000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 240.000 CYS | 31.00000 7440.00| 10.00000 2400.00| 75.00000 18000.00 EXCAVATION, COMMON | | | 0011 207-08267 480.000 SYS | 10.65000 5112.00| 10.00000 4800.00| 10.00000 4800.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0012 302-07455 60.000 CYS | 30.00000 1800.00| 20.00000 1200.00| 60.00000 3600.00 DENSE GRADED SUBBASE | | | 0013 306-08043 587.000 SYS | 5.25000 3081.75| 8.00000 4696.00| 6.00000 3522.00 MILLING, TRANSITION | | | 0014 402-07453 317.000 TON | 75.00000 23775.00| 125.00000 39625.00| 78.00000 24726.00 HMA FOR TEMPORARY PAVEMENT | | | 0015 406-05521 958.000 SYS | 0.30000 287.40| 0.45000 431.10| 0.10000 95.80 ASPHALT FOR TACK COAT | | | 0016 503-05310 88.000 LFT | 96.00000 8448.00| 40.00000 3520.00| 210.00000 18480.00 TERMINAL JOINT | | | 0017 601-01522 4.000 EACH | 1825.00000 7300.00| 2044.00000 8176.00| 1825.00000 7300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 4.000 EACH | 2110.00000 8440.00| 2363.00000 9452.00| 2110.00000 8440.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 551 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,000.00 ROUTE : SR 18 CALL ORDER : 551 CONTRACT ID : B -28440-A COUNTIES : MIAMI LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1523985 |( 6 ) 35-1817530 |BAKER & SCHULTZ, INC. |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 601-99105 300.000 LFT | 14.40000 4320.00| 16.56000 4968.00| 14.40000 4320.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 609-06259 360.200 SYS | 62.00000 22332.40| 50.00000 18010.00| 90.00000 32418.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0021 610-07487 98.000 TON | 110.00000 10780.00| 135.00000 13230.00| 115.00000 11270.00 HMA FOR APPROACHES, TYPE B | | | 0022 616-02320 14.000 SYS | 2.50000 35.00| 15.00000 210.00| 3.00000 42.00 GEOTEXTILES | | | 0023 616-06405 11.000 TON | 30.00000 330.00| 28.00000 308.00| 46.00000 506.00 RIPRAP, REVETMENT | | | 0024 702-04433 26.000 EACH | 36.00000 936.00| 200.00000 5200.00| 110.00000 2860.00 FLOOR DRAIN, PVC, 6 IN. | | | 0025 702-51863 94.000 EACH | 10.00000 940.00| 10.00000 940.00| 9.00000 846.00 FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-06029 27554.000 LBS | 0.65000 17910.10| 1.10000 30309.40| 1.00000 27554.00 REINFORCING BARS, EPOXY COATED | | | 0027 704-51002 23.000 CYS | 600.00000 13800.00| 1000.00000 23000.00| 1100.00000 25300.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-06339 168.500 LFT | 74.00000 12469.00| 85.00000 14322.50| 74.00000 12469.00 RAILING, PF-1 | | | 0029 706-06351 4.000 EACH | 1200.00000 4800.00| 1600.00000 6400.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0030 706-51020 9.400 CYS | 600.00000 5640.00| 900.00000 8460.00| 612.00000 5752.80 CONCRETE, C, RAILING | | | 0031 709-51821 LUMP | 1800.00000 1800.00| 2000.00000 2000.00| 1440.00000 1440.00 SURFACE SEAL | | | 0032 722-51401 155.000 SFT | 10.00000 1550.00| 10.00000 1550.00| 45.00000 6975.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51842 373.000 SYS | 48.00000 17904.00| 52.00000 19396.00| 68.00000 25364.00 BRIDGE DECK OVERLAY | | | 0034 722-51846 5.000 CYS | 330.00000 1650.00| 330.00000 1650.00| 330.00000 1650.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 464.000 SFT | 20.00000 9280.00| 10.00000 4640.00| 24.00000 11136.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 722-60824 344.000 SYS | 5.25000 1806.00| 10.00000 3440.00| 4.25000 1462.00 SURFACE MILLING | | | 0037 801-01851 LUMP | 21000.00000 21000.00| 26000.00000 26000.00| 16000.00000 16000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 551 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,000.00 ROUTE : SR 18 CALL ORDER : 551 CONTRACT ID : B -28440-A COUNTIES : MIAMI LETTING DATE : 03/15/06 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1058755 |( 5 ) 35-1523985 |( 6 ) 35-1817530 |BAKER & SCHULTZ, INC. |WIRTZ & YATES, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 801-06207 6816.000 LFT | 1.02000 6952.32| 1.20000 8179.20| 1.02000 6952.32 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06640 12.000 EACH | 69.00000 828.00| 200.00000 2400.00| 69.00000 828.00 CONSTRUCTION SIGN, A | | | 0040 801-06645 4.000 EACH | 15.00000 60.00| 75.00000 300.00| 15.00000 60.00 CONSTRUCTION SIGN, B | | | 0041 801-06775 LUMP | 7900.00000 7900.00| 7000.00000 7000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0042 801-07215 100.000 DAY | 2.00000 200.00| 80.00000 8000.00| 1.00000 100.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0043 801-08508 630.000 LFT | 32.00000 20160.00| 32.00000 20160.00| 30.00000 18900.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0044 808-03631 1116.000 LFT | 0.85000 948.60| 2.50000 2790.00| 0.85000 948.60 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0045 808-03632 1116.000 LFT | 0.85000 948.60| 2.50000 2790.00| 0.85000 948.60 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0046 808-06716 1246.000 LFT | 0.75000 934.50| 0.70000 872.20| 0.75000 934.50 LINE, REMOVE | | | 0047 808-75994 5.000 EACH | 6.05000 30.25| 30.00000 150.00| 6.00000 30.00 PRISMATIC REFLECTOR | | | 0048 808-75996 5.000 EACH | 10.00000 50.00| 20.00000 100.00| 22.00000 110.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0049 808-75998 5.000 EACH | 53.00000 265.00| 350.00000 1750.00| 53.00000 265.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 801-07023 1.000 EACH | 5150.00000 5150.00| 7000.00000 7000.00| 5150.00000 5150.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | SECTION TOTALS | $ 394,428.92| $ 403,261.40| $ 442,119.62 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 394,428.92| $ 403,261.40| $ 442,119.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/26/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 2,089,310.65 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 2,134,178.45 102.1475% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,271,156.05 108.7036% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 2,412,128.50 115.4509% 5 35-1058755 BAKER & SCHULTZ, INC. $ 2,486,168.55 118.9947% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RETAINING WALL REPAIR | | | 0001 105-06845 LUMP | 7200.00000 7200.00| 12500.00000 12500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1966.73000 29500.95| 1825.00000 27375.00| 1200.00000 18000.00 FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 16542.80000 16542.80| 106708.00000 106708.00| 112500.00000 112500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 87930.66000 87930.66| 42680.00000 42680.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0007 202-51328 LUMP | 110918.80000 110918.80| 88225.85000 88225.85| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-78515 LUMP | 1500.00000 1500.00| 1600.00000 1600.00| 3000.00000 3000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-91385 3.000 EACH | 280.50000 841.50| 700.00000 2100.00| 250.00000 750.00 INLET, REMOVE | | | 0010 202-93047 4.000 EACH | 280.50000 1122.00| 1900.00000 7600.00| 450.00000 1800.00 MANHOLE, REMOVE | | | 0011 202-96151 LUMP | 2244.00000 2244.00| 1450.00000 1450.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02000 2130.000 CYS | 10.50000 22365.00| 18.50000 39405.00| 15.00000 31950.00 EXCAVATION, COMMON | | | 0013 207-08262 539.000 SYS | 14.00000 7546.00| 16.00000 8624.00| 15.00000 8085.00 SUBGRADE TREATMENT, TYPE I | | | 0014 211-07454 204.000 CYS | 84.00000 17136.00| 36.00000 7344.00| 42.50000 8670.00 STRUCTURE BACKFILL | | | 0015 301-07448 240.000 TON | 21.40000 5136.00| 25.00000 6000.00| 24.00000 5760.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 304-07494 294.000 TON | 53.00000 15582.00| 57.00000 16758.00| 58.30000 17140.20 WIDENING WITH HMA, TYPE C | | | 0017 306-08034 6740.000 SYS | 2.13000 14356.20| 2.00000 13480.00| 0.90000 6066.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0018 402-07432 2.000 TON | 110.00000 220.00| 120.00000 240.00| 120.00000 240.00 HMA SURFACE, TYPE A | | | 0019 402-07434 563.000 TON | 66.50000 37439.50| 72.00000 40536.00| 72.50000 40817.50 HMA SURFACE, TYPE C | | | 0020 402-07439 21.000 TON | 110.00000 2310.00| 120.00000 2520.00| 120.00000 2520.00 HMA INTERMEDIATE, TYPE C | | | 0021 402-07440 6.000 TON | 110.00000 660.00| 120.00000 720.00| 120.00000 720.00 HMA BASE, TYPE A | | | 0022 402-07442 21.000 TON | 110.00000 2310.00| 120.00000 2520.00| 120.00000 2520.00 HMA BASE, TYPE C | | | 0023 405-05518 22.000 SYS | 1.00000 22.00| 1.00000 22.00| 1.00000 22.00 ASPHALT FOR PRIME COAT | | | 0024 406-05521 7849.000 SYS | 0.05000 392.45| 0.05000 392.45| 0.05000 392.45 ASPHALT FOR TACK COAT | | | 0025 601-03667 1540.000 LFT | 48.25000 74305.00| 90.00000 138600.00| 100.00000 154000.00 RAILING, ORNAMENTAL , TYPE I | | | 0026 601-03667 1683.000 LFT | 102.50000 172507.50| 117.95000 198509.85| 133.00000 223839.00 RAILING, ORNAMENTAL , TYPE II | | | 0027 604-06070 27.000 SYS | 39.00000 1053.00| 44.75000 1208.25| 40.00000 1080.00 SIDEWALK, CONCRETE | | | 0028 604-07896 33.000 SYS | 127.00000 4191.00| 195.00000 6435.00| 75.00000 2475.00 CURB RAMP, CONCRETE, B | | | 0029 605-06150 1635.000 LFT | 15.00000 24525.00| 24.00000 39240.00| 20.00000 32700.00 CURB AND GUTTER, C, CONCRETE | | | 0030 616-02320 38.000 SYS | 3.46000 131.48| 9.50000 361.00| 3.00000 114.00 GEOTEXTILES | | | 0031 616-06405 31.000 TON | 48.90000 1515.90| 45.00000 1395.00| 25.00000 775.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 701-51190 297.000 LFT | 45.00000 13365.00| 125.00000 37125.00| 40.00000 11880.00 PILE, STEEL H, HP 10 X 42 | | | 0033 701-91792 9.000 EACH | 78.43000 705.87| 25.00000 225.00| 110.00000 990.00 PILE TIP, STEEL H , HP 10 X 42 | | | 0034 701-97805 90.000 LFT | 102.00000 9180.00| 245.00000 22050.00| 75.00000 6750.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 10 X 42 | | | 0035 702-90915 150.000 CYS | 1375.00000 206250.00| 700.00000 105000.00| 420.00000 63000.00 CONCRETE, A | | | 0036 702-94656 4.100 CYS | 475.00000 1947.50| 1100.00000 4510.00| 400.00000 1640.00 CONCRETE, B | | | 0037 703-51032 187504.000 LBS | 0.85000 159378.40| 0.85000 159378.40| 0.85000 159378.40 REINFORCING STEEL, EPOXY COATED | | | 0038 704-51002 1516.200 CYS | 395.00000 598899.00| 375.00000 568575.00| 500.00000 758100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-51020 114.900 CYS | 1190.00000 136731.00| 515.00000 59173.50| 515.00000 59173.50 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP | 8541.64000 8541.64| 11000.00000 11000.00| 10500.00000 10500.00 SURFACE SEAL | | | 0041 710-51870 310.000 SFT | 39.00000 12090.00| 74.00000 22940.00| 32.00000 9920.00 REPOINTING MASONRY IN STRUCTURES | | | 0042 715-05118 45.000 LFT | 60.00000 2700.00| 37.00000 1665.00| 35.00000 1575.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0043 715-05691 6.000 LFT | 65.00000 390.00| 100.00000 600.00| 30.00000 180.00 PIPE EXTENSION, CIRCULAR, , VCP | | | 0044 715-05756 31.000 LFT | 61.00000 1891.00| 85.00000 2635.00| 35.00000 1085.00 PIPE EXTENSION, CIRCULAR, 12 IN. , CMP | | | 0045 715-05756 6.000 LFT | 75.00000 450.00| 100.00000 600.00| 50.00000 300.00 PIPE EXTENSION, CIRCULAR, 12 IN. , PVC | | | 0046 720-44000 9.000 EACH | 410.00000 3690.00| 350.00000 3150.00| 250.00000 2250.00 CASTING, ADJUST TO GRADE | | | 0047 720-45045 1.000 EACH | 1318.00000 1318.00| 1720.00000 1720.00| 1250.00000 1250.00 INLET, J10 | | | 0048 720-45155 2.000 EACH | 1338.00000 2676.00| 1950.00000 3900.00| 1350.00000 2700.00 INLET, M10, MODIFIED | | | 0049 720-45205 1.000 EACH | 1668.00000 1668.00| 2050.00000 2050.00| 1800.00000 1800.00 CATCH BASIN, A2 | | | 0050 720-45400 1.000 EACH | 3792.00000 3792.00| 3075.00000 3075.00| 3000.00000 3000.00 MANHOLE, A4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 727-90308 260.000 LFT | 33.00000 8580.00| 32.00000 8320.00| 32.50000 8450.00 EPOXY INJECTION, CRACK PREPARATION | | | 0052 727-90309 7.000 GAL | 79.00000 553.00| 80.00000 560.00| 75.00000 525.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0053 727-93560 LUMP | 800.00000 800.00| 2100.00000 2100.00| 2500.00000 2500.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0054 728-98377 LUMP | 7470.00000 7470.00| 6850.00000 6850.00| 6500.00000 6500.00 MASONRY COATING | | | 0055 801-06203 1570.000 LFT | 2.21000 3469.70| 1.75000 2747.50| 0.60000 942.00 TEMPORARY PAVEMENT MARKING, 4 IN. , | | | YELLOW | | | 0056 801-06207 200.000 LFT | 4.80000 960.00| 5.25000 1050.00| 2.00000 400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. , YELLOW | | | 0057 801-06640 16.000 EACH | 270.00000 4320.00| 750.00000 12000.00| 300.00000 4800.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 1.000 EACH | 60.00000 60.00| 130.00000 130.00| 75.00000 75.00 CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP | 13092.00000 13092.00| 10575.00000 10575.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0060 801-08401 1920.000 LFT | 18.11000 34771.20| 20.00000 38400.00| 20.00000 38400.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0061 801-53072 LUMP | 14000.00000 14000.00| 8550.00000 8550.00| 6000.00000 6000.00 TEMPORARY TRAFFIC SIGNAL | | | 0062 802-03896 6.000 EACH | 247.00000 1482.00| 500.00000 3000.00| 500.00000 3000.00 BOLLARD , 6 IN. | | | 0063 805-01439 2.000 EACH | 735.00000 1470.00| 1365.00000 2730.00| 1400.00000 2800.00 MICROWAVE DETECTOR | | | 0064 805-01816 1.000 EACH | 800.00000 800.00| 960.00000 960.00| 1550.00000 1550.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0065 805-01842 2.000 EACH | 600.00000 1200.00| 925.00000 1850.00| 1000.00000 2000.00 HANDHOLE, SIGNAL | | | 0066 805-02069 1.000 EACH | 7318.00000 7318.00| 8565.00000 8565.00| 8350.00000 8350.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ORNAMENTAL | | | 0067 805-02069 1.000 EACH | 7966.00000 7966.00| 9220.00000 9220.00| 9100.00000 9100.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ORNAMENTAL, WITH LIGHT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 805-02072 1.000 EACH | 7467.00000 7467.00| 8565.00000 8565.00| 8600.00000 8600.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ORNAMENTAL | | | 0069 805-02072 1.000 EACH | 8109.00000 8109.00| 9435.00000 9435.00| 9200.00000 9200.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ORNAMENTAL, WITH LIGHT | | | 0070 805-02087 LUMP | 1000.00000 1000.00| 545.00000 545.00| 1400.00000 1400.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0071 805-02151 2.000 EACH | 700.00000 1400.00| 650.00000 1300.00| 670.00000 1340.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0072 805-02445 1.000 EACH | 1800.00000 1800.00| 7920.00000 7920.00| 2500.00000 2500.00 CONTROLLER CABINET, P1 | | | 0073 805-04593 20.000 LFT | 8.00000 160.00| 13.50000 270.00| 15.00000 300.00 CONDUIT, STEEL, GALVANIZED, 1.25 IN. | | | 0074 805-04736 134.000 LFT | 3.00000 402.00| 1.95000 261.30| 1.80000 241.20 SIGNAL CABLE, 4C 18GA. | | | 0075 805-06592 370.000 LFT | 13.00000 4810.00| 19.00000 7030.00| 25.00000 9250.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0076 805-08093 1.000 EACH | 4500.00000 4500.00| 4625.00000 4625.00| 5500.00000 5500.00 POLE , ASSEMBLY, 12 FT, ORNAMENTAL | | | 0077 805-08093 4.000 EACH | 200.00000 800.00| 2175.00000 8700.00| 625.00000 2500.00 POLE LIGHTING CONTACTOR, WITH MANUAL | | | CONTROL | | | 0078 805-78100 1.000 EACH | 8900.00000 8900.00| 10800.00000 10800.00| 11750.00000 11750.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0079 805-78205 7.000 EACH | 500.00000 3500.00| 700.00000 4900.00| 430.00000 3010.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0080 805-78230 2.000 EACH | 780.00000 1560.00| 1250.00000 2500.00| 725.00000 1450.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0081 805-78370 2.000 EACH | 70.00000 140.00| 240.00000 480.00| 210.00000 420.00 PEDESTRIAN PUSH BUTTON , WITH SIGN | | | 0082 805-78445 1.000 EACH | 480.00000 480.00| 490.00000 490.00| 400.00000 400.00 SIGNAL SERVICE | | | 0083 805-78467 80.000 LFT | 1.45000 116.00| 2.00000 160.00| 2.75000 220.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0084 805-78485 430.000 LFT | 1.10000 473.00| 1.85000 795.50| 2.50000 1075.00 SIGNAL CABLE, 5C 14GA. | | | 0085 805-78490 718.000 LFT | 1.25000 897.50| 1.95000 1400.10| 2.50000 1795.00 SIGNAL CABLE, 7C 14GA. | | | 0086 805-94069 40.000 LFT | 10.00000 400.00| 13.50000 540.00| 25.00000 1000.00 CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0087 807-03972 1950.000 LFT | 5.05000 9847.50| 4.90000 9555.00| 11.00000 21450.00 CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0088 807-04443 220.000 LFT | 0.75000 165.00| 7.00000 1540.00| 18.00000 3960.00 CONDUIT , PVC, 1.25 IN., SCHEDULE 40, | | | FOR | | | 0089 807-04651 250.000 LFT | 2.24000 560.00| 6.00000 1500.00| 6.35000 1587.50 WIRE , NO. 3 COPPER, IN CONDUIT, 4 1/C | | | 0090 807-04651 1120.000 LFT | 1.80000 2016.00| 4.25000 4760.00| 5.25000 5880.00 WIRE , NO. 6 COPPER, IN CONDUIT, 5 1/C | | | 0091 807-04651 900.000 LFT | 1.96000 1764.00| 5.25000 4725.00| 5.75000 5175.00 WIRE , NO. 6 COPPER, IN CONDUIT, 6 1/C | | | 0092 807-04652 2.000 EACH | 4200.00000 8400.00| 5175.00000 10350.00| 3250.00000 6500.00 SERVICE POINT , MODIFIED | | | 0093 807-04653 2.000 EACH | 680.00000 1360.00| 545.00000 1090.00| 1100.00000 2200.00 LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING | | | 0094 807-04654 20.000 EACH | 3400.00000 68000.00| 3575.00000 71500.00| 4000.00000 80000.00 LIGHT POLE ASSEMBLY, 10.5 FT, ORNAMENTA | | | 0095 807-04654 2.000 EACH | 3800.00000 7600.00| 3925.00000 7850.00| 4250.00000 8500.00 LIGHT POLE ASSEMBLY, 14 FT, ORNAMENTAL | | | 0096 807-04967 310.000 LFT | 1.80000 558.00| 2.75000 852.50| 5.25000 1627.50 CABLE , POLE CIRCUIT, THWN, NO. 6 | | | COPPER, | | | 0097 807-86915 49.000 EACH | 30.00000 1470.00| 28.25000 1384.25| 34.00000 1666.00 CONNECTOR KIT, FUSED | | | 0098 807-86925 49.000 EACH | 25.00000 1225.00| 19.50000 955.50| 20.00000 980.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0099 807-86935 49.000 EACH | 25.00000 1225.00| 16.25000 796.25| 15.50000 759.50 INSULATION LINK, WATERPROOFED | | | 0100 808-06701 784.000 LFT | 0.60000 470.40| 1.25000 980.00| 0.75000 588.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1128289 |( 3 ) 35-1364963 |PRIMCO, INC. |BEATY CONSTRUCTION, INC. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 808-75245 2772.000 LFT | 0.60000 1663.20| 1.25000 3465.00| 0.65000 1801.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75297 65.000 LFT | 6.00000 390.00| 7.25000 471.25| 7.50000 487.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0103 808-75300 80.000 LFT | 2.50000 200.00| 1.95000 156.00| 3.00000 240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 2,089,310.65| $ 2,134,178.45| $ 2,271,156.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,089,310.65| $ 2,134,178.45| $ 2,271,156.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1058755 |( ) |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RETAINING WALL REPAIR | | | 0001 105-06845 LUMP | 7200.00000 7200.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1600.00000 24000.00| 1475.00000 22125.00| FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 118000.00000 118000.00| 122000.00000 122000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 47000.00000 47000.00| 6000.00000 6000.00| CLEARING RIGHT OF WAY | | | 0007 202-51328 LUMP | 85630.00000 85630.00| 218600.00000 218600.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-78515 LUMP | 1500.00000 1500.00| 1600.00000 1600.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-91385 3.000 EACH | 440.00000 1320.00| 1110.00000 3330.00| INLET, REMOVE | | | 0010 202-93047 4.000 EACH | 450.00000 1800.00| 922.00000 3688.00| MANHOLE, REMOVE | | | 0011 202-96151 LUMP | 2220.00000 2220.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 203-02000 2130.000 CYS | 26.00000 55380.00| 17.00000 36210.00| EXCAVATION, COMMON | | | 0013 207-08262 539.000 SYS | 20.00000 10780.00| 62.80000 33849.20| SUBGRADE TREATMENT, TYPE I | | | 0014 211-07454 204.000 CYS | 34.00000 6936.00| 24.40000 4977.60| STRUCTURE BACKFILL | | | 0015 301-07448 240.000 TON | 17.00000 4080.00| 19.00000 4560.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 304-07494 294.000 TON | 55.00000 16170.00| 53.00000 15582.00| WIDENING WITH HMA, TYPE C | | | 0017 306-08034 6740.000 SYS | 2.10000 14154.00| 1.50000 10110.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0018 402-07432 2.000 TON | 116.00000 232.00| 110.00000 220.00| HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1058755 |( ) |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07434 563.000 TON | 70.00000 39410.00| 66.50000 37439.50| HMA SURFACE, TYPE C | | | 0020 402-07439 21.000 TON | 116.00000 2436.00| 110.00000 2310.00| HMA INTERMEDIATE, TYPE C | | | 0021 402-07440 6.000 TON | 116.00000 696.00| 110.00000 660.00| HMA BASE, TYPE A | | | 0022 402-07442 21.000 TON | 116.00000 2436.00| 110.00000 2310.00| HMA BASE, TYPE C | | | 0023 405-05518 22.000 SYS | 1.00000 22.00| 1.00000 22.00| ASPHALT FOR PRIME COAT | | | 0024 406-05521 7849.000 SYS | 0.10000 784.90| 0.05000 392.45| ASPHALT FOR TACK COAT | | | 0025 601-03667 1540.000 LFT | 97.50000 150150.00| 104.00000 160160.00| RAILING, ORNAMENTAL , TYPE I | | | 0026 601-03667 1683.000 LFT | 130.50000 219631.50| 137.00000 230571.00| RAILING, ORNAMENTAL , TYPE II | | | 0027 604-06070 27.000 SYS | 54.00000 1458.00| 42.00000 1134.00| SIDEWALK, CONCRETE | | | 0028 604-07896 33.000 SYS | 220.00000 7260.00| 239.00000 7887.00| CURB RAMP, CONCRETE, B | | | 0029 605-06150 1635.000 LFT | 19.00000 31065.00| 23.50000 38422.50| CURB AND GUTTER, C, CONCRETE | | | 0030 616-02320 38.000 SYS | 3.00000 114.00| 2.30000 87.40| GEOTEXTILES | | | 0031 616-06405 31.000 TON | 40.00000 1240.00| 22.00000 682.00| RIPRAP, REVETMENT | | | 0032 701-51190 297.000 LFT | 90.00000 26730.00| 35.00000 10395.00| PILE, STEEL H, HP 10 X 42 | | | 0033 701-91792 9.000 EACH | 200.00000 1800.00| 100.00000 900.00| PILE TIP, STEEL H , HP 10 X 42 | | | 0034 701-97805 90.000 LFT | 160.00000 14400.00| 70.00000 6300.00| PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 10 X 42 | | | 0035 702-90915 150.000 CYS | 1400.00000 210000.00| 1312.00000 196800.00| CONCRETE, A | | | 0036 702-94656 4.100 CYS | 880.00000 3608.00| 527.00000 2160.70| CONCRETE, B | | | 0037 703-51032 187504.000 LBS | 1.00000 187504.00| 0.65000 121877.60| REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1058755 |( ) |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 704-51002 1516.200 CYS | 450.00000 682290.00| 490.00000 742938.00| CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-51020 114.900 CYS | 900.00000 103410.00| 535.00000 61471.50| CONCRETE, C, RAILING | | | 0040 709-51821 LUMP | 9830.00000 9830.00| 10800.00000 10800.00| SURFACE SEAL | | | 0041 710-51870 310.000 SFT | 40.00000 12400.00| 40.00000 12400.00| REPOINTING MASONRY IN STRUCTURES | | | 0042 715-05118 45.000 LFT | 40.00000 1800.00| 32.00000 1440.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0043 715-05691 6.000 LFT | 48.00000 288.00| 124.00000 744.00| PIPE EXTENSION, CIRCULAR, , VCP | | | 0044 715-05756 31.000 LFT | 26.00000 806.00| 40.00000 1240.00| PIPE EXTENSION, CIRCULAR, 12 IN. , CMP | | | 0045 715-05756 6.000 LFT | 48.00000 288.00| 100.00000 600.00| PIPE EXTENSION, CIRCULAR, 12 IN. , PVC | | | 0046 720-44000 9.000 EACH | 310.00000 2790.00| 100.00000 900.00| CASTING, ADJUST TO GRADE | | | 0047 720-45045 1.000 EACH | 2400.00000 2400.00| 2800.00000 2800.00| INLET, J10 | | | 0048 720-45155 2.000 EACH | 2420.00000 4840.00| 2800.00000 5600.00| INLET, M10, MODIFIED | | | 0049 720-45205 1.000 EACH | 2100.00000 2100.00| 4200.00000 4200.00| CATCH BASIN, A2 | | | 0050 720-45400 1.000 EACH | 2700.00000 2700.00| 3000.00000 3000.00| MANHOLE, A4 | | | 0051 727-90308 260.000 LFT | 30.00000 7800.00| 34.00000 8840.00| EPOXY INJECTION, CRACK PREPARATION | | | 0052 727-90309 7.000 GAL | 75.00000 525.00| 80.00000 560.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0053 727-93560 LUMP | 2000.00000 2000.00| 800.00000 800.00| EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0054 728-98377 LUMP | 7470.00000 7470.00| 6800.00000 6800.00| MASONRY COATING | | | 0055 801-06203 1570.000 LFT | 1.00000 1570.00| 1.00000 1570.00| TEMPORARY PAVEMENT MARKING, 4 IN. , | | | YELLOW | | | 0056 801-06207 200.000 LFT | 4.80000 960.00| 4.80000 960.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. , YELLOW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1058755 |( ) |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06640 16.000 EACH | 270.00000 4320.00| 270.00000 4320.00| CONSTRUCTION SIGN, A | | | 0058 801-06645 1.000 EACH | 60.00000 60.00| 60.00000 60.00| CONSTRUCTION SIGN, B | | | 0059 801-06775 LUMP | 33000.00000 33000.00| 52300.00000 52300.00| MAINTAINING TRAFFIC | | | 0060 801-08401 1920.000 LFT | 24.60000 47232.00| 34.00000 65280.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0061 801-53072 LUMP | 16000.00000 16000.00| 16000.00000 16000.00| TEMPORARY TRAFFIC SIGNAL | | | 0062 802-03896 6.000 EACH | 400.00000 2400.00| 470.00000 2820.00| BOLLARD , 6 IN. | | | 0063 805-01439 2.000 EACH | 735.00000 1470.00| 735.00000 1470.00| MICROWAVE DETECTOR | | | 0064 805-01816 1.000 EACH | 800.00000 800.00| 800.00000 800.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0065 805-01842 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| HANDHOLE, SIGNAL | | | 0066 805-02069 1.000 EACH | 7320.00000 7320.00| 7318.00000 7318.00| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ORNAMENTAL | | | 0067 805-02069 1.000 EACH | 8000.00000 8000.00| 7966.00000 7966.00| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ORNAMENTAL, WITH LIGHT | | | 0068 805-02072 1.000 EACH | 7470.00000 7470.00| 7467.00000 7467.00| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ORNAMENTAL | | | 0069 805-02072 1.000 EACH | 8110.00000 8110.00| 8109.00000 8109.00| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ORNAMENTAL, WITH LIGHT | | | 0070 805-02087 LUMP | 1000.00000 1000.00| 1200.00000 1200.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0071 805-02151 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0072 805-02445 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00| CONTROLLER CABINET, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1058755 |( ) |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 805-04593 20.000 LFT | 8.00000 160.00| 8.00000 160.00| CONDUIT, STEEL, GALVANIZED, 1.25 IN. | | | 0074 805-04736 134.000 LFT | 3.00000 402.00| 3.00000 402.00| SIGNAL CABLE, 4C 18GA. | | | 0075 805-06592 370.000 LFT | 13.00000 4810.00| 13.00000 4810.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0076 805-08093 1.000 EACH | 4500.00000 4500.00| 4500.00000 4500.00| POLE , ASSEMBLY, 12 FT, ORNAMENTAL | | | 0077 805-08093 4.000 EACH | 200.00000 800.00| 200.00000 800.00| POLE LIGHTING CONTACTOR, WITH MANUAL | | | CONTROL | | | 0078 805-78100 1.000 EACH | 8900.00000 8900.00| 8900.00000 8900.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0079 805-78205 7.000 EACH | 500.00000 3500.00| 500.00000 3500.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0080 805-78230 2.000 EACH | 780.00000 1560.00| 780.00000 1560.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0081 805-78370 2.000 EACH | 70.00000 140.00| 70.00000 140.00| PEDESTRIAN PUSH BUTTON , WITH SIGN | | | 0082 805-78445 1.000 EACH | 480.00000 480.00| 480.00000 480.00| SIGNAL SERVICE | | | 0083 805-78467 80.000 LFT | 1.45000 116.00| 1.45000 116.00| SIGNAL CABLE, 3C 8GA. | | | 0084 805-78485 430.000 LFT | 1.10000 473.00| 1.10000 473.00| SIGNAL CABLE, 5C 14GA. | | | 0085 805-78490 718.000 LFT | 1.25000 897.50| 1.25000 897.50| SIGNAL CABLE, 7C 14GA. | | | 0086 805-94069 40.000 LFT | 10.00000 400.00| 10.00000 400.00| CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0087 807-03972 1950.000 LFT | 1.50000 2925.00| 1.50000 2925.00| CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0088 807-04443 220.000 LFT | 0.75000 165.00| 0.75000 165.00| CONDUIT , PVC, 1.25 IN., SCHEDULE 40, | | | FOR | | | 0089 807-04651 250.000 LFT | 2.24000 560.00| 2.24000 560.00| WIRE , NO. 3 COPPER, IN CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 561 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,265,240.00 ROUTE : CALL ORDER : 561 CONTRACT ID : B -28517-A COUNTIES : DELAWARE LETTING DATE : 03/15/06 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817530 |( 5 ) 35-1058755 |( ) |PIONEER ASSOCIATES, INC. |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 807-04651 1120.000 LFT | 1.80000 2016.00| 1.80000 2016.00| WIRE , NO. 6 COPPER, IN CONDUIT, 5 1/C | | | 0091 807-04651 900.000 LFT | 1.96000 1764.00| 1.96000 1764.00| WIRE , NO. 6 COPPER, IN CONDUIT, 6 1/C | | | 0092 807-04652 2.000 EACH | 4200.00000 8400.00| 4200.00000 8400.00| SERVICE POINT , MODIFIED | | | 0093 807-04653 2.000 EACH | 680.00000 1360.00| 680.00000 1360.00| LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING | | | 0094 807-04654 20.000 EACH | 3400.00000 68000.00| 3400.00000 68000.00| LIGHT POLE ASSEMBLY, 10.5 FT, ORNAMENTA | | | 0095 807-04654 2.000 EACH | 3800.00000 7600.00| 3800.00000 7600.00| LIGHT POLE ASSEMBLY, 14 FT, ORNAMENTAL | | | 0096 807-04967 310.000 LFT | 1.80000 558.00| 1.80000 558.00| CABLE , POLE CIRCUIT, THWN, NO. 6 | | | COPPER, | | | 0097 807-86915 49.000 EACH | 30.00000 1470.00| 30.00000 1470.00| CONNECTOR KIT, FUSED | | | 0098 807-86925 49.000 EACH | 25.00000 1225.00| 25.00000 1225.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0099 807-86935 49.000 EACH | 25.00000 1225.00| 25.00000 1225.00| INSULATION LINK, WATERPROOFED | | | 0100 808-06701 784.000 LFT | 0.60000 470.40| 0.60000 470.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0101 808-75245 2772.000 LFT | 0.60000 1663.20| 0.60000 1663.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75297 65.000 LFT | 6.00000 390.00| 6.00000 390.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0103 808-75300 80.000 LFT | 2.50000 200.00| 2.50000 200.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | SECTION TOTALS | $ 2,412,128.50| $ 2,486,168.55| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,412,128.50| $ 2,486,168.55| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 374,613.50 ROUTE : CALL ORDER : 571 CONTRACT ID : B -28566-A COUNTIES : WASHINGTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 386,063.35 100.0000% 2 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 398,885.00 103.3211% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 490,824.00 127.1356% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 578,452.45 149.8336% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 718,515.10 186.1133% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1004746 |( 3 ) 35-1364963 |CLR, INC. |TEMPLE & TEMPLE EXCAVATING |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 IRON TRUSS BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 950.00000 950.00| 3045.00000 3045.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 800.00000 4800.00| 1800.00000 10800.00| 1100.00000 6600.00 FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 17325.00000 17325.00| 10000.00000 10000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 3465.00000 3465.00| 3500.00000 3500.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0007 202-07003 LUMP | 9500.00000 9500.00| 12000.00000 12000.00| 20000.00000 20000.00 REMOVE PACK RUST | | | 0008 202-51328 LUMP | 9750.00000 9750.00| 12200.00000 12200.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-74035 3.000 EACH | 60.00000 180.00| 140.00000 420.00| 20.00000 60.00 SIGN, REMOVE | | | 0010 202-96151 LUMP | 750.00000 750.00| 1200.00000 1200.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0011 203-02000 125.000 CYS | 29.00000 3625.00| 80.00000 10000.00| 12.00000 1500.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 374,613.50 ROUTE : CALL ORDER : 571 CONTRACT ID : B -28566-A COUNTIES : WASHINGTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1004746 |( 3 ) 35-1364963 |CLR, INC. |TEMPLE & TEMPLE EXCAVATING |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02070 290.000 CYS | 30.00000 8700.00| 30.00000 8700.00| 15.00000 4350.00 BORROW | | | 0013 205-06937 620.000 LFT | 1.25000 775.00| 1.75000 1085.00| 1.50000 930.00 TEMPORARY SILT FENCE | | | 0014 207-08267 506.000 SYS | 9.90000 5009.40| 10.00000 5060.00| 12.00000 6072.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0015 210-06981 LUMP | 3000.00000 3000.00| 9675.00000 9675.00| 15000.00000 15000.00 TIGHTEN TRUSS MEMBERS | | | 0016 210-08529 600.000 LFT | 15.00000 9000.00| 7.50000 4500.00| 15.00000 9000.00 HEAT STRAIGHTENING | | | 0017 211-06467 34.000 CYS | 325.00000 11050.00| 150.00000 5100.00| 45.00000 1530.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 301-07448 198.000 TON | 40.00000 7920.00| 28.00000 5544.00| 20.00000 3960.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 303-01180 10.000 TON | 95.00000 950.00| 170.00000 1700.00| 27.50000 275.00 COMPACTED AGGREGATE, NO. 53 , SHOULDER | | | 0020 402-07432 37.000 TON | 92.00000 3404.00| 100.00000 3700.00| 100.00000 3700.00 HMA SURFACE, TYPE A | | | 0021 402-07435 62.000 TON | 88.00000 5456.00| 100.00000 6200.00| 100.00000 6200.00 HMA INTERMEDIATE, TYPE A | | | 0022 404-05514 60.000 SYS | 28.00000 1680.00| 27.00000 1620.00| 7.50000 450.00 SEAL COAT, 5 | | | 0023 406-05521 446.000 SYS | 1.00000 446.00| 0.05000 22.30| 0.50000 223.00 ASPHALT FOR TACK COAT | | | 0024 601-04793 48.000 LFT | 98.00000 4704.00| 160.00000 7680.00| 155.00000 7440.00 GUARDRAIL , TUBE, SHOP-CURVED | | | 0025 616-02320 53.000 SYS | 15.00000 795.00| 5.00000 265.00| 3.00000 159.00 GEOTEXTILES | | | 0026 619-05926 LUMP | 4700.00000 4700.00| 13900.00000 13900.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL | | | 0027 619-51859 LUMP | 30500.00000 30500.00| 50000.00000 50000.00| 50000.00000 50000.00 PAINT STEEL BRIDGE | | | 0028 619-61000 LUMP | 45000.00000 45000.00| 10000.00000 10000.00| 20000.00000 20000.00 CLEAN STEEL BRIDGE | | | 0029 621-01004 1.000 EACH | 440.00000 440.00| 420.00000 420.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 765.000 SYS | 0.40000 306.00| 0.45000 344.25| 1.00000 765.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 571 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 374,613.50 ROUTE : CALL ORDER : 571 CONTRACT ID : B -28566-A COUNTIES : WASHINGTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1004746 |( 3 ) 35-1364963 |CLR, INC. |TEMPLE & TEMPLE EXCAVATING |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 702-51864 4.000 EACH | 100.00000 400.00| 120.00000 480.00| 50.00000 200.00 FIELD DRILLED HOLE IN STONE ABUTMENT | | | 0032 706-03705 108.000 LFT | 215.00000 23220.00| 110.00000 11880.00| 75.00000 8100.00 BRIDGE RAIL , TUBE | | | 0033 706-04683 297.000 LFT | 89.00000 26433.00| 150.00000 44550.00| 110.00000 32670.00 RAILING ,TUBE, STRAIGHT | | | 0034 707-08458 500.000 SFT | 17.00000 8500.00| 19.00000 9500.00| 15.00000 7500.00 STRUCTURAL MEMBERS , WELD PADDING | | | 0035 711-51038 LUMP | 87500.00000 87500.00| 71160.65000 71160.65| 100000.00000 100000.00 STRUCTURAL STEEL | | | 0036 711-51876 LUMP | 3900.00000 3900.00| 9500.00000 9500.00| 15000.00000 15000.00 JACKING AND SUPPORTING TRUSSES | | | 0037 712-94080 1737.000 SFT | 8.00000 13896.00| 12.00000 20844.00| 30.00000 52110.00 TIMBER DECK | | | 0038 715-05407 105.000 LFT | 20.00000 2100.00| 27.00000 2835.00| 15.00000 1575.00 PIPE, END BENT DRAIN, 6 IN. | | | 0039 715-26803 1.000 EACH | 5000.00000 5000.00| 5400.00000 5400.00| 4500.00000 4500.00 GRATED BOX END SECTION, I, 4:1, 24 IN. | | | X 18 IN. | | | 0040 801-04308 4.000 EACH | 325.00000 1300.00| 235.00000 940.00| 250.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 29.000 EACH | 125.00000 3625.00| 135.00000 3915.00| 150.00000 4350.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 18.000 EACH | 135.00000 2430.00| 180.00000 3240.00| 200.00000 3600.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 5000.00000 5000.00| 7200.00000 7200.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0044 801-07118 48.000 LFT | 18.50000 888.00| 13.00000 624.00| 15.00000 720.00 BARRICADE, III-A | | | 0045 801-07119 48.000 LFT | 23.00000 1104.00| 13.50000 648.00| 15.00000 720.00 BARRICADE, III-B | | | 0046 802-76025 5.000 SFT | 19.85000 99.25| 35.00000 175.00| 35.00000 175.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 802-76045 12.000 SFT | 24.10000 289.20| 42.00000 504.00| 44.00000 528.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0048 802-76055 88.000 LFT | 5.50000 484.00| 7.35000 646.80| 7.50000 660.00 SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 571 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 374,613.50 ROUTE : CALL ORDER : 571 CONTRACT ID : B -28566-A COUNTIES : WASHINGTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1004746 |( 3 ) 35-1364963 |CLR, INC. |TEMPLE & TEMPLE EXCAVATING |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 805-04973 150.000 LFT | 8.75000 1312.50| 20.00000 3000.00| 10.00000 1500.00 CONDUIT , SECURE | | | 0050 601-04412 4.000 EACH | 1100.00000 4400.00| 790.00000 3160.00| 800.00000 3200.00 GUARDRAIL, BURIED END , TUBE | | | SECTION TOTALS | $ 386,063.35| $ 398,885.00| $ 490,824.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 386,063.35| $ 398,885.00| $ 490,824.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 571 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 374,613.50 ROUTE : CALL ORDER : 571 CONTRACT ID : B -28566-A COUNTIES : WASHINGTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( ) |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 IRON TRUSS BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 4000.00000 4000.00| 7500.00000 7500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 2000.00000 12000.00| FIELD OFFICE, A | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 28000.00000 28000.00| 35000.00000 35000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5500.00000 5500.00| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0007 202-07003 LUMP | 34500.00000 34500.00| 10000.00000 10000.00| REMOVE PACK RUST | | | 0008 202-51328 LUMP | 50000.00000 50000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-74035 3.000 EACH | 125.00000 375.00| 55.00000 165.00| SIGN, REMOVE | | | 0010 202-96151 LUMP | 3000.00000 3000.00| 1500.00000 1500.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0011 203-02000 125.000 CYS | 20.00000 2500.00| 75.00000 9375.00| EXCAVATION, COMMON | | | 0012 203-02070 290.000 CYS | 30.00000 8700.00| 25.00000 7250.00| BORROW | | | 0013 205-06937 620.000 LFT | 1.50000 930.00| 1.60000 992.00| TEMPORARY SILT FENCE | | | 0014 207-08267 506.000 SYS | 12.00000 6072.00| 15.00000 7590.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0015 210-06981 LUMP | 5100.00000 5100.00| 50000.00000 50000.00| TIGHTEN TRUSS MEMBERS | | | 0016 210-08529 600.000 LFT | 40.00000 24000.00| 91.00000 54600.00| HEAT STRAIGHTENING | | | 0017 211-06467 34.000 CYS | 75.00000 2550.00| 85.00000 2890.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 301-07448 198.000 TON | 25.00000 4950.00| 30.00000 5940.00| COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 571 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 374,613.50 ROUTE : CALL ORDER : 571 CONTRACT ID : B -28566-A COUNTIES : WASHINGTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( ) |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 303-01180 10.000 TON | 50.00000 500.00| 40.00000 400.00| COMPACTED AGGREGATE, NO. 53 , SHOULDER | | | 0020 402-07432 37.000 TON | 140.00000 5180.00| 95.00000 3515.00| HMA SURFACE, TYPE A | | | 0021 402-07435 62.000 TON | 95.00000 5890.00| 90.00000 5580.00| HMA INTERMEDIATE, TYPE A | | | 0022 404-05514 60.000 SYS | 42.00000 2520.00| 30.00000 1800.00| SEAL COAT, 5 | | | 0023 406-05521 446.000 SYS | 0.40000 178.40| 1.10000 490.60| ASPHALT FOR TACK COAT | | | 0024 601-04793 48.000 LFT | 150.00000 7200.00| 165.00000 7920.00| GUARDRAIL , TUBE, SHOP-CURVED | | | 0025 616-02320 53.000 SYS | 5.00000 265.00| 8.00000 424.00| GEOTEXTILES | | | 0026 619-05926 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| ENVIRONMENTAL CONTROL | | | 0027 619-51859 LUMP | 47500.00000 47500.00| 50000.00000 50000.00| PAINT STEEL BRIDGE | | | 0028 619-61000 LUMP | 47500.00000 47500.00| 50000.00000 50000.00| CLEAN STEEL BRIDGE | | | 0029 621-01004 1.000 EACH | 400.00000 400.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 765.000 SYS | 0.42000 321.30| 0.50000 382.50| MULCHED SEEDING, R | | | 0031 702-51864 4.000 EACH | 25.00000 100.00| 125.00000 500.00| FIELD DRILLED HOLE IN STONE ABUTMENT | | | 0032 706-03705 108.000 LFT | 250.00000 27000.00| 265.00000 28620.00| BRIDGE RAIL , TUBE | | | 0033 706-04683 297.000 LFT | 105.75000 31407.75| 110.00000 32670.00| RAILING ,TUBE, STRAIGHT | | | 0034 707-08458 500.000 SFT | 72.00000 36000.00| 91.00000 45500.00| STRUCTURAL MEMBERS , WELD PADDING | | | 0035 711-51038 LUMP | 95000.00000 95000.00| 73000.00000 73000.00| STRUCTURAL STEEL | | | 0036 711-51876 LUMP | 10000.00000 10000.00| 25000.00000 25000.00| JACKING AND SUPPORTING TRUSSES | | | 0037 712-94080 1737.000 SFT | 27.00000 46899.00| 50.00000 86850.00| TIMBER DECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 571 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 374,613.50 ROUTE : CALL ORDER : 571 CONTRACT ID : B -28566-A COUNTIES : WASHINGTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2040801 |( 5 ) 35-1618530 |( ) |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-05407 105.000 LFT | 10.00000 1050.00| 20.00000 2100.00| PIPE, END BENT DRAIN, 6 IN. | | | 0039 715-26803 1.000 EACH | 4000.00000 4000.00| 6000.00000 6000.00| GRATED BOX END SECTION, I, 4:1, 24 IN. | | | X 18 IN. | | | 0040 801-04308 4.000 EACH | 225.00000 900.00| 250.00000 1000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 29.000 EACH | 125.00000 3625.00| 150.00000 4350.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 18.000 EACH | 175.00000 3150.00| 200.00000 3600.00| CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 4000.00000 4000.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0044 801-07118 48.000 LFT | 12.50000 600.00| 15.00000 720.00| BARRICADE, III-A | | | 0045 801-07119 48.000 LFT | 12.00000 576.00| 15.00000 720.00| BARRICADE, III-B | | | 0046 802-76025 5.000 SFT | 33.00000 165.00| 35.00000 175.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0047 802-76045 12.000 SFT | 40.00000 480.00| 45.00000 540.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0048 802-76055 88.000 LFT | 7.00000 616.00| 8.00000 704.00| SIGN POST, A | | | 0049 805-04973 150.000 LFT | 15.00000 2250.00| 30.00000 4500.00| CONDUIT , SECURE | | | 0050 601-04412 4.000 EACH | 750.00000 3000.00| 800.00000 3200.00| GUARDRAIL, BURIED END , TUBE | | | SECTION TOTALS | $ 578,452.45| $ 718,515.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 578,452.45| $ 718,515.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,014,980.00 ROUTE : SR 17 CALL ORDER : 581 CONTRACT ID : B -28579-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 967,557.29 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 1,117,230.14 115.4691% 3 35-1523985 WIRTZ & YATES, INC. $ 1,125,097.50 116.2823% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,534,823.45 158.6287% ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-1523985 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 7615.60000 7615.60| 1533.35000 1533.35| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 694.00000 694.00| 250.00000 250.00| 1000.00000 1000.00 RADIO | | | 0003 105-07039 8.000 MOS | 1835.41000 14683.28| 2077.68000 16621.44| 2500.00000 20000.00 FIELD OFFICE, B | | | 0004 105-08520 1.000 EACH | 544.00000 544.00| 250.00000 250.00| 750.00000 750.00 CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 8.000 MOS | 179.00000 1432.00| 100.00000 800.00| 500.00000 4000.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 8.000 MOS | 135.00000 1080.00| 100.00000 800.00| 500.00000 4000.00 RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 48834.26000 48834.26| 56681.04000 56681.04| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02240 146.000 SYS | 29.00000 4234.00| 15.69000 2290.74| 15.00000 2190.00 PAVEMENT REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,014,980.00 ROUTE : SR 17 CALL ORDER : 581 CONTRACT ID : B -28579-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-1523985 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-02241 1550.000 LFT | 1.60000 2480.00| 1.60000 2480.00| 1.80000 2790.00 GUARDRAIL, REMOVE | | | 0013 202-51328 LUMP | 107250.90000 107250.90| 265561.87000 265561.87| 196750.00000 196750.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0014 202-51368 40.000 SYS | 75.00000 3000.00| 12.13000 485.20| 20.00000 800.00 SLOPEWALL, REMOVE | | | 0015 202-92953 43.000 SYS | 50.90000 2188.70| 27.33000 1175.19| 20.00000 860.00 CURB AND GUTTER TURNOUT, REMOVE | | | 0016 203-02000 100.000 CYS | 18.50000 1850.00| 16.85000 1685.00| 13.00000 1300.00 EXCAVATION, COMMON | | | 0017 203-02070 300.000 CYS | 23.70000 7110.00| 16.56000 4968.00| 13.00000 3900.00 BORROW | | | 0018 205-06937 195.000 LFT | 3.40000 663.00| 6.08000 1185.60| 2.80000 546.00 TEMPORARY SILT FENCE | | | 0019 211-06467 120.000 CYS | 41.70000 5004.00| 26.87000 3224.40| 25.00000 3000.00 AGGREGATE FOR END BENT BACKFILL | | | 0020 301-07448 444.000 TON | 17.00000 7548.00| 22.06000 9794.64| 18.00000 7992.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-07455 36.000 CYS | 97.00000 3492.00| 36.33000 1307.88| 25.00000 900.00 DENSE GRADED SUBBASE | | | 0022 306-08043 440.000 SYS | 9.00000 3960.00| 7.69000 3383.60| 10.00000 4400.00 MILLING, TRANSITION | | | 0023 402-07432 98.000 TON | 65.00000 6370.00| 65.00000 6370.00| 75.00000 7350.00 HMA SURFACE, TYPE A | | | 0024 402-07435 311.000 TON | 51.00000 15861.00| 51.00000 15861.00| 65.00000 20215.00 HMA INTERMEDIATE, TYPE A | | | 0025 406-05521 1891.000 SYS | 0.30000 567.30| 0.30000 567.30| 0.40000 756.40 ASPHALT FOR TACK COAT | | | 0026 601-02800 4.000 EACH | 900.00000 3600.00| 900.00000 3600.00| 1008.00000 4032.00 GUARDRAIL TRANSITION, TGT | | | 0027 601-94689 4.000 EACH | 2000.00000 8000.00| 2000.00000 8000.00| 2250.00000 9000.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH | 625.00000 625.00| 625.00000 625.00| 718.00000 718.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 1950.000 LFT | 12.35000 24082.50| 12.35000 24082.50| 14.20000 27690.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 605-06121 68.000 LFT | 37.00000 2516.00| 39.05000 2655.40| 30.00000 2040.00 CURB, CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,014,980.00 ROUTE : SR 17 CALL ORDER : 581 CONTRACT ID : B -28579-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-1523985 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 609-06259 212.000 SYS | 65.00000 13780.00| 79.55000 16864.60| 50.00000 10600.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0032 610-07486 58.000 TON | 80.00000 4640.00| 80.00000 4640.00| 100.00000 5800.00 HMA FOR APPROACHES, TYPE A | | | 0033 616-02320 270.000 SYS | 2.00000 540.00| 4.24000 1144.80| 5.00000 1350.00 GEOTEXTILES | | | 0034 616-06405 46.000 TON | 64.00000 2944.00| 32.61000 1500.06| 27.00000 1242.00 RIPRAP, REVETMENT | | | 0035 616-51367 72.000 SYS | 90.00000 6480.00| 85.13000 6129.36| 50.00000 3600.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0036 616-95754 265.000 LFT | 2.75000 728.75| 2.61000 691.65| 10.00000 2650.00 PAVED SIDE DITCH, BREAK | | | 0037 619-04414 6.000 EACH | 85.00000 510.00| 658.89000 3953.34| 300.00000 1800.00 DRAIN EXTENSION | | | 0038 621-01004 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-02770 1173.000 SYS | 1.80000 2111.40| 1.80000 2111.40| 2.10000 2463.30 EROSION CONTROL BLANKET | | | 0041 702-51005 11.000 CYS | 1300.00000 14300.00| 1554.13000 17095.43| 1000.00000 11000.00 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51110 1932.000 LBS | 3.97000 7670.04| 3.33000 6433.56| 3.80000 7341.60 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 702-51863 180.000 EACH | 10.80000 1944.00| 12.65000 2277.00| 15.00000 2700.00 FIELD DRILLED HOLE IN CONCRETE | | | 0044 702-92857 98.600 CYS | 450.00000 44370.00| 518.59000 51132.97| 600.00000 59160.00 CONCRETE, C, SUBSTRUCTURE | | | 0045 703-51030 648.000 LBS | 1.51000 978.48| 1.35000 874.80| 2.00000 1296.00 REINFORCING STEEL | | | 0046 703-51032 87052.000 LBS | 0.89000 77476.28| 0.70000 60936.40| 1.10000 95757.20 REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 317.800 CYS | 465.00000 147777.00| 500.00000 158900.00| 450.00000 143010.00 CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-06347 530.000 LFT | 110.90000 58777.00| 87.50000 46375.00| 100.00000 53000.00 RAILING, CF-1 | | | 0049 707-06831 1050.000 LFT | 235.00000 246750.00| 232.00000 243600.00| 240.00000 252000.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 42 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,014,980.00 ROUTE : SR 17 CALL ORDER : 581 CONTRACT ID : B -28579-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1339168 |( 3 ) 35-1523985 |PRIMCO, INC. |LAPORTE CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 709-51821 LUMP | 4126.50000 4126.50| 6548.00000 6548.00| 8000.00000 8000.00 SURFACE SEAL | | | 0051 711-51035 1208.000 LBS | 3.65000 4409.20| 4.01000 4844.08| 5.00000 6040.00 STRUCTURAL STEEL | | | 0052 711-51070 8.000 EACH | 100.00000 800.00| 224.63000 1797.04| 70.00000 560.00 ANCHOR PLATE, AP 1 | | | 0053 715-05407 110.000 LFT | 15.65000 1721.50| 32.51000 3576.10| 12.00000 1320.00 PIPE, END BENT DRAIN, 6 IN. | | | 0054 801-04308 7.000 EACH | 240.00000 1680.00| 240.00000 1680.00| 666.00000 4662.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 36.000 EACH | 70.00000 2520.00| 70.00000 2520.00| 138.00000 4968.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 12.000 EACH | 90.00000 1080.00| 90.00000 1080.00| 250.00000 3000.00 CONSTRUCTION SIGN, A | | | 0057 801-07118 72.000 LFT | 13.00000 936.00| 13.00000 936.00| 20.00000 1440.00 BARRICADE, III-A | | | 0058 808-06713 1130.000 LFT | 0.22000 248.60| 0.22000 248.60| 1.50000 1695.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-75998 7.000 EACH | 75.00000 525.00| 75.00000 525.00| 300.00000 2100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 701-96089 900.000 LFT | 35.50000 31950.00| 35.88000 32292.00| 60.00000 54000.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0062 808-06712 140.000 LFT | 1.75000 245.00| 0.22000 30.80| 1.50000 210.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | SECTION TOTALS | $ 967,557.29| $ 1,117,230.14| $ 1,125,097.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 967,557.29| $ 1,117,230.14| $ 1,125,097.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 581 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,014,980.00 ROUTE : SR 17 CALL ORDER : 581 CONTRACT ID : B -28579-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPLACE SUPERSTRUCTURE | | | 0001 105-06845 LUMP | 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 1200.00000 1200.00| | RADIO | | | 0003 105-07039 8.000 MOS | 2300.00000 18400.00| | FIELD OFFICE, B | | | 0004 105-08520 1.000 EACH | 1200.00000 1200.00| | CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 8.000 MOS | 175.00000 1400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08523 8.000 MOS | 175.00000 1400.00| | RADIO SERVICE | | | 0007 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 80000.00000 80000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02240 146.000 SYS | 50.00000 7300.00| | PAVEMENT REMOVAL | | | 0012 202-02241 1550.000 LFT | 5.00000 7750.00| | GUARDRAIL, REMOVE | | | 0013 202-51328 LUMP | 475000.00000 475000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0014 202-51368 40.000 SYS | 75.00000 3000.00| | SLOPEWALL, REMOVE | | | 0015 202-92953 43.000 SYS | 45.00000 1935.00| | CURB AND GUTTER TURNOUT, REMOVE | | | 0016 203-02000 100.000 CYS | 10.00000 1000.00| | EXCAVATION, COMMON | | | 0017 203-02070 300.000 CYS | 18.00000 5400.00| | BORROW | | | 0018 205-06937 195.000 LFT | 4.15000 809.25| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 581 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,014,980.00 ROUTE : SR 17 CALL ORDER : 581 CONTRACT ID : B -28579-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-06467 120.000 CYS | 40.00000 4800.00| | AGGREGATE FOR END BENT BACKFILL | | | 0020 301-07448 444.000 TON | 24.00000 10656.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-07455 36.000 CYS | 47.00000 1692.00| | DENSE GRADED SUBBASE | | | 0022 306-08043 440.000 SYS | 8.00000 3520.00| | MILLING, TRANSITION | | | 0023 402-07432 98.000 TON | 75.00000 7350.00| | HMA SURFACE, TYPE A | | | 0024 402-07435 311.000 TON | 58.00000 18038.00| | HMA INTERMEDIATE, TYPE A | | | 0025 406-05521 1891.000 SYS | 1.00000 1891.00| | ASPHALT FOR TACK COAT | | | 0026 601-02800 4.000 EACH | 1200.00000 4800.00| | GUARDRAIL TRANSITION, TGT | | | 0027 601-94689 4.000 EACH | 2375.00000 9500.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-97774 1.000 EACH | 985.00000 985.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0029 601-99105 1950.000 LFT | 14.05000 27397.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 605-06121 68.000 LFT | 38.00000 2584.00| | CURB, CONCRETE, B | | | 0031 609-06259 212.000 SYS | 75.00000 15900.00| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0032 610-07486 58.000 TON | 94.00000 5452.00| | HMA FOR APPROACHES, TYPE A | | | 0033 616-02320 270.000 SYS | 4.00000 1080.00| | GEOTEXTILES | | | 0034 616-06405 46.000 TON | 38.00000 1748.00| | RIPRAP, REVETMENT | | | 0035 616-51367 72.000 SYS | 35.00000 2520.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0036 616-95754 265.000 LFT | 12.00000 3180.00| | PAVED SIDE DITCH, BREAK | | | 0037 619-04414 6.000 EACH | 250.00000 1500.00| | DRAIN EXTENSION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 581 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,014,980.00 ROUTE : SR 17 CALL ORDER : 581 CONTRACT ID : B -28579-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-01004 1.000 EACH | 800.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-02770 1173.000 SYS | 6.00000 7038.00| | EROSION CONTROL BLANKET | | | 0041 702-51005 11.000 CYS | 850.00000 9350.00| | CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51110 1932.000 LBS | 4.00000 7728.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0043 702-51863 180.000 EACH | 18.00000 3240.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0044 702-92857 98.600 CYS | 775.00000 76415.00| | CONCRETE, C, SUBSTRUCTURE | | | 0045 703-51030 648.000 LBS | 2.00000 1296.00| | REINFORCING STEEL | | | 0046 703-51032 87052.000 LBS | 0.85000 73994.20| | REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 317.800 CYS | 700.00000 222460.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-06347 530.000 LFT | 106.00000 56180.00| | RAILING, CF-1 | | | 0049 707-06831 1050.000 LFT | 250.00000 262500.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 42 IN. | | | 0050 709-51821 LUMP | 9700.00000 9700.00| | SURFACE SEAL | | | 0051 711-51035 1208.000 LBS | 3.00000 3624.00| | STRUCTURAL STEEL | | | 0052 711-51070 8.000 EACH | 375.00000 3000.00| | ANCHOR PLATE, AP 1 | | | 0053 715-05407 110.000 LFT | 12.00000 1320.00| | PIPE, END BENT DRAIN, 6 IN. | | | 0054 801-04308 7.000 EACH | 375.00000 2625.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 36.000 EACH | 92.00000 3312.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 12.000 EACH | 190.00000 2280.00| | CONSTRUCTION SIGN, A | | | 0057 801-07118 72.000 LFT | 22.00000 1584.00| | BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 581 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,014,980.00 ROUTE : SR 17 CALL ORDER : 581 CONTRACT ID : B -28579-A COUNTIES : FULTON LETTING DATE : 03/15/06 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( ) |( ) |ISOM, JACK CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 808-06713 1130.000 LFT | 1.05000 1186.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-75998 7.000 EACH | 155.00000 1085.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0061 701-96089 900.000 LFT | 46.00000 41400.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN., 14 IN. | | | 0062 808-06712 140.000 LFT | 2.25000 315.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | SECTION TOTALS | $ 1,534,823.45| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,534,823.45| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,750.00 ROUTE : I-90 CALL ORDER : 611 CONTRACT ID : BT-28586-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 07/14/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 625,122.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 953,617.71 152.5491% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,042,924.00 166.8353% 4 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL BID $ 1,344,784.13 215.1235% ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 31250.00000 31250.00| 44000.00000 44000.00| 130000.00000 130000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6250.00000 6250.00| 9000.00000 9000.00| 55000.00000 55000.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 175.000 LFT | 14.00000 2450.00| 4.00000 700.00| 4.00000 700.00 GUARDRAIL, REMOVE | | | 0011 210-05873 LUMP | 2600.00000 2600.00| 5000.00000 5000.00| 2500.00000 2500.00 TESTING | | | 0013 301-07448 50.000 TON | 27.00000 1350.00| 70.00000 3500.00| 30.00000 1500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 604-04927 230.000 LFT | 4.00000 920.00| 6.00000 1380.00| 1.00000 230.00 CONCRETE SAWING | | | 0019 619-95315 LUMP | 7200.00000 7200.00| 10000.00000 10000.00| 7400.00000 7400.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0020 621-06559 200.000 SYS | 3.50000 700.00| 5.00000 1000.00| 3.50000 700.00 MULCHED SEEDING, R | | | 0021 702-51005 3.000 CYS | 2525.00000 7575.00| 3000.00000 9000.00| 1900.00000 5700.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 611 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,750.00 ROUTE : I-90 CALL ORDER : 611 CONTRACT ID : BT-28586-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 702-51863 230.000 EACH | 10.00000 2300.00| 15.00000 3450.00| 5.00000 1150.00 FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-51032 575.000 LBS | 2.00000 1150.00| 4.00000 2300.00| 4.00000 2300.00 REINFORCING STEEL, EPOXY COATED | | | 0025 708-51813 5777.500 SFT | 43.00000 248432.50| 58.00000 335095.00| 58.00000 335095.00 PNEUMATICALLY PLACED MORTAR | | | 0026 708-51814 990.000 SFT | 5.25000 5197.50| 8.00000 7920.00| 8.00000 7920.00 WELDED STEEL WIRE FABRIC | | | 0027 709-04647 LUMP | 19200.00000 19200.00| 30000.00000 30000.00| 45000.00000 45000.00 FIBER WRAP CONCRETE CASING SYSTEM | | | 0028 711-51080 20.000 EACH | 75.00000 1500.00| 100.00000 2000.00| 125.00000 2500.00 ANCHOR PLATE, AP 3 | | | 0029 711-51877 LUMP | 94000.00000 94000.00| 25000.00000 25000.00| 12000.00000 12000.00 JACKING AND SUPPORTING BEAMS | | | 0032 722-95883 LUMP | 148000.00000 148000.00| 420422.46000 420422.46| 318000.00000 318000.00 BRIDGE DECK DRAIN SYSTEM , RESTORING | | | 0033 801-03290 2.000 EACH | 600.00000 1200.00| 205.00000 410.00| 205.00000 410.00 CONSTRUCTION SIGN, C | | | 0034 801-06625 3.000 EACH | 75.00000 225.00| 95.00000 285.00| 95.00000 285.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 32.000 EACH | 72.00000 2304.00| 59.00000 1888.00| 59.00000 1888.00 CONSTRUCTION SIGN, A | | | 0036 801-06645 3.000 EACH | 50.00000 150.00| 35.00000 105.00| 36.00000 108.00 CONSTRUCTION SIGN, B | | | 0037 801-06775 LUMP | 7840.00000 7840.00| 5000.00000 5000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0038 801-07119 5.000 LFT | 11.00000 55.00| 12.85000 64.25| 13.00000 65.00 BARRICADE, III-B | | | 0039 808-74804 400.000 LFT | 4.00000 1600.00| 3.00000 1200.00| 2.50000 1000.00 LINE, EPOXY, SOLID, WHITE, 6 IN. | | | 0040 306-08038 5460.000 SYS | 0.10000 546.00| 3.00000 16380.00| 0.50000 2730.00 MILLING, ASPHALT, 4 IN. | | | 0041 402-07434 50.000 TON | 123.00000 6150.00| 85.00000 4250.00| 88.00000 4400.00 HMA SURFACE, TYPE C | | | 0042 402-07439 100.000 TON | 100.00000 10000.00| 65.00000 6500.00| 65.00000 6500.00 HMA INTERMEDIATE, TYPE C | | | 0043 406-05520 2.000 TON | 600.00000 1200.00| 300.00000 600.00| 600.00000 1200.00 ASPHALT FOR TACK COAT | | | 0044 601-06035 175.000 LFT | 17.00000 2975.00| 10.00000 1750.00| 7.00000 1225.00 GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 611 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,750.00 ROUTE : I-90 CALL ORDER : 611 CONTRACT ID : BT-28586-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-0918397 |( 3 ) 35-1035114 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 801-06710 16.000 DAY | 50.00000 800.00| 26.00000 416.00| 26.00000 416.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 625,122.00| $ 953,617.71| $ 1,042,924.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 625,122.00| $ 953,617.71| $ 1,042,924.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 611 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,750.00 ROUTE : I-90 CALL ORDER : 611 CONTRACT ID : BT-28586-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1339168 |( ) |( ) |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 0001 105-06845 LUMP | 1533.00000 1533.00| | CONSTRUCTION ENGINEERING | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 30108.90000 30108.90| | CLEARING RIGHT OF WAY | | | 0008 202-02241 175.000 LFT | 14.00000 2450.00| | GUARDRAIL, REMOVE | | | 0011 210-05873 LUMP | 2600.00000 2600.00| | TESTING | | | 0013 301-07448 50.000 TON | 45.00000 2250.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 604-04927 230.000 LFT | 8.00000 1840.00| | CONCRETE SAWING | | | 0019 619-95315 LUMP | 167800.18000 167800.18| | CLEAN AND PAINT BEARING ASSEMBLIES | | | 0020 621-06559 200.000 SYS | 3.50000 700.00| | MULCHED SEEDING, R | | | 0021 702-51005 3.000 CYS | 36762.74000 110288.22| | CONCRETE, A, SUBSTRUCTURE | | | 0022 702-51863 230.000 EACH | 29.66000 6821.80| | FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-51032 575.000 LBS | 4.00000 2300.00| | REINFORCING STEEL, EPOXY COATED | | | 0025 708-51813 5777.500 SFT | 64.65000 373515.38| | PNEUMATICALLY PLACED MORTAR | | | 0026 708-51814 990.000 SFT | 15.00000 14850.00| | WELDED STEEL WIRE FABRIC | | | 0027 709-04647 LUMP | 167802.01000 167802.01| | FIBER WRAP CONCRETE CASING SYSTEM | | | 0028 711-51080 20.000 EACH | 4200.00000 84000.00| | ANCHOR PLATE, AP 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/20/06 PAGE : 611 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,750.00 ROUTE : I-90 CALL ORDER : 611 CONTRACT ID : BT-28586-A COUNTIES : LAKE LETTING DATE : 03/15/06 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1339168 |( ) |( ) |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 711-51877 LUMP | 148406.42000 148406.42| | JACKING AND SUPPORTING BEAMS | | | 0032 722-95883 LUMP | 5860.20000 5860.20| | BRIDGE DECK DRAIN SYSTEM , RESTORING | | | 0033 801-03290 2.000 EACH | 205.00000 410.00| | CONSTRUCTION SIGN, C | | | 0034 801-06625 3.000 EACH | 95.00000 285.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 32.000 EACH | 59.00000 1888.00| | CONSTRUCTION SIGN, A | | | 0036 801-06645 3.000 EACH | 36.00000 108.00| | CONSTRUCTION SIGN, B | | | 0037 801-06775 LUMP | 72565.77000 72565.77| | MAINTAINING TRAFFIC | | | 0038 801-07119 5.000 LFT | 12.85000 64.25| | BARRICADE, III-B | | | 0039 808-74804 400.000 LFT | 9.45000 3780.00| | LINE, EPOXY, SOLID, WHITE, 6 IN. | | | 0040 306-08038 5460.000 SYS | 8.40000 45864.00| | MILLING, ASPHALT, 4 IN. | | | 0041 402-07434 50.000 TON | 150.00000 7500.00| | HMA SURFACE, TYPE C | | | 0042 402-07439 100.000 TON | 150.00000 15000.00| | HMA INTERMEDIATE, TYPE C | | | 0043 406-05520 2.000 TON | 400.00000 800.00| | ASPHALT FOR TACK COAT | | | 0044 601-06035 175.000 LFT | 17.00000 2975.00| | GUARDRAIL, RESET | | | 0045 801-06710 16.000 DAY | 26.00000 416.00| | FLASHING ARROW SIGN | | | SECTION TOTALS | $ 1,344,784.13| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,344,784.13| $ 0.00| $ ==================================================================================================================================== ====================================================================================================================================