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 | | | 0