INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/06 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1202011 1202007 1202011 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1698047 GRADEX, INC. $ 10,987,762.63 100.0000% 2 35-1139301 E & B PAVING, INC. $ 11,133,139.14 101.3230% ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 175000.00000 175000.00| 236934.59000 236934.59| CONSTRUCTION ENGINEERING | | | 0002 105-07039 30.000 MOS | 2200.00000 66000.00| 2220.42000 66612.60| FIELD OFFICE, B | | | 0003 108-01614 LUMP| 11250.00000 11250.00| 15960.00000 15960.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 550000.00000 550000.00| 565270.00000 565270.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 220000.00000 220000.00| 126000.00000 126000.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 58619.800 m2 | 7.00000 410338.60| 7.35000 430855.53| PAVEMENT REMOVAL | | | 0007 202-02278 4548.000 m | 24.00000 109152.00| 25.20000 114609.60| CURB, CONCRETE, REMOVE | | | 0008 202-02286 1.000 EACH| 9000.00000 9000.00| 9450.00000 9450.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0009 202-02286 1.000 EACH| 7000.00000 7000.00| 7350.00000 7350.00| PRESENT STRUCTURE, REMOVE , STR. NO. 13A| | | 0010 202-02286 1.000 EACH| 15000.00000 15000.00| 15750.00000 15750.00| PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0011 202-52710 4612.300 m2 | 5.38000 24814.17| 5.65000 26059.50| SIDEWALK, CONCRETE, REMOVE | | | 0012 202-78515 LUMP| 2625.00000 2625.00| 3675.00000 3675.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-91385 15.000 EACH| 415.00000 6225.00| 435.75000 6536.25| INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-92607 18.000 EACH| 21.00000 378.00| 21.00000 378.00| SIGN POST, CHANNEL, REMOVE | | | 0015 202-93047 7.000 EACH| 565.00000 3955.00| 593.25000 4152.75| MANHOLE, REMOVE | | | 0016 203-02000 37483.000 m3 | 26.00000 974558.00| 27.62000 1035280.46| EXCAVATION, COMMON | | | 0017 205-06931 12.000 Mg | 29.00000 348.00| 30.45000 365.40| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06933 4.000 EACH| 68.00000 272.00| 68.25000 273.00| TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06936 20.000 Mg | 30.00000 600.00| 31.50000 630.00| TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 676.200 m | 4.50000 3042.90| 4.54000 3069.95| TEMPORARY SILT FENCE | | | 0021 206-51230 3183.000 m3 | 9.50000 30238.50| 27.62000 87914.46| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0022 207-07498 67009.000 m2 | 4.00000 268036.00| 4.67000 312932.03| SUBGRADE TREATMENT, TYPE A | | | 0023 210-07095 LUMP| 95000.00000 95000.00| 99750.00000 99750.00| TEMPORARY ACCESS TO PRIVATE DRIVE | | | 0024 211-07454 14323.000 m3 | 20.00000 286460.00| 21.00000 300783.00| STRUCTURE BACKFILL | | | 0025 213-52830 954.000 m3 | 73.40000 70023.60| 77.07000 73524.78| FLOWABLE MORTAR | | | 0026 303-01180 2091.100 Mg | 15.00000 31366.50| 15.75000 32934.83| COMPACTED AGGREGATE, NO. 53 | | | 0027 303-07449 195.600 Mg | 68.00000 13300.80| 65.00000 12714.00| COMPACTED AGGREGATE, NO. 73 | | | 0028 306-08034 864.000 m2 | 5.25000 4536.00| 8.40000 7257.60| MILLING, ASPHALT, 38 mm | | | 0029 401-06264 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0030 401-07333 2842.000 Mg | 60.90000 173077.80| 58.00000 164836.00| QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0031 401-07333 2367.000 Mg | 60.90000 144150.30| 58.00000 137286.00| QC/QA-HMA, 2. 76, SURFACE, 9.5 mm 9.5 mm| | | 0032 401-07402 8683.000 Mg | 49.35000 428506.05| 47.00000 408101.00| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0033 401-07407 2817.000 Mg | 52.50000 147892.50| 50.00000 140850.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0034 401-07423 22997.000 Mg | 43.05000 990020.85| 41.00000 942877.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07428 8988.000 Mg | 29.40000 264247.20| 28.00000 251664.00| QC/QA-HMA, 3, 70, BASE, 19.0 mm | | | 0036 405-05517 112.200 Mg | 210.00000 23562.00| 200.00000 22440.00| ASPHALT FOR PRIME COAT | | | 0037 406-05520 675.800 Mg | 105.00000 70959.00| 100.00000 67580.00| ASPHALT FOR TACK COAT | | | 0038 601-01704 2.000 EACH| 2940.00000 5880.00| 2940.00000 5880.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0039 601-06854 1.000 EACH| 2520.00000 2520.00| 2415.00000 2415.00| GUARDRAIL, W-BEAM, NESTED | | | 0040 601-94689 2.000 EACH| 2730.00000 5460.00| 2730.00000 5460.00| GUARDRAIL END TREATMENT, OS | | | 0041 601-99105 108.008 m | 42.00000 4536.34| 42.00000 4536.34| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0042 603-06045 213.000 m | 50.60000 10777.80| 50.61000 10779.93| FENCE, CHAIN LINK, 1220 mm | | | 0043 604-06069 390.000 m2 | 100.00000 39000.00| 115.50000 45045.00| CURB RAMP, CONCRETE | | | 0044 604-07894 82.000 m2 | 95.00000 7790.00| 110.25000 9040.50| CURB RAMP, CONCRETE, A | | | 0045 604-07900 22.100 m2 | 115.00000 2541.50| 166.95000 3689.60| CURB RAMP, CONCRETE, F | | | 0046 604-07901 1056.000 m2 | 99.00000 104544.00| 138.60000 146361.60| CURB RAMP. CONCRETE, G | | | 0047 604-07902 131.000 m2 | 105.00000 13755.00| 140.70000 18431.70| CURB RAMP, CONCRETE, H | | | 0048 604-07903 79.000 m2 | 115.00000 9085.00| 152.25000 12027.75| CURB RAMP, CONCRETE, K | | | 0049 604-44251 3.300 m3 | 1020.00000 3366.00| 1018.50000 3361.05| STEPS, CONCRETE | | | 0050 604-91531 8336.000 m2 | 31.50000 262584.00| 31.50000 262584.00| SIDEWALK, CONCRETE, 100 mm | | | 0051 605-06120 496.000 m | 150.00000 74400.00| 150.00000 74400.00| CURB, CONCRETE | | | 0052 605-06125 11.000 m | 150.00000 1650.00| 150.00000 1650.00| CURB, CONCRETE, MODIFIED | | | 0053 605-06140 6775.500 m | 52.00000 352326.00| 51.00000 345550.50| CURB AND GUTTER, CONCRETE | | | 0054 605-06155 75.000 m | 75.00000 5625.00| 69.00000 5175.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 605-06205 50.000 m | 120.00000 6000.00| 114.00000 5700.00| CENTER CURB, B, CONCRETE | | | 0056 607-90826 2.000 EACH| 2400.00000 4800.00| 2136.00000 4272.00| GUTTER TURNOUT, CONCRETE | | | 0057 610-07486 745.700 Mg | 131.25000 97873.13| 125.00000 93212.50| HMA FOR APPROACHES, TYPE A | | | 0058 610-07487 2934.600 Mg | 84.00000 246506.40| 80.00000 234768.00| HMA FOR APPROACHES, TYPE B | | | 0059 611-03319 167.000 m2 | 78.75000 13151.25| 75.00000 12525.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | PLAIN, HIGH EARLY STRENGTH, 150 mm | | | 0060 611-05330 7750.800 m2 | 68.25000 528992.10| 65.00000 503802.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0061 611-06497 42.000 EACH| 126.00000 5292.00| 126.00000 5292.00| MAILBOX ASSEMBLY, SINGLE | | | 0062 611-06498 4.000 EACH| 168.00000 672.00| 168.00000 672.00| MAILBOX ASSEMBLY, DOUBLE | | | 0063 615-06490 101.000 EACH| 110.25000 11135.25| 110.25000 11135.25| RIGHT OF WAY MARKER | | | 0064 615-06505 21.000 EACH| 420.00000 8820.00| 420.00000 8820.00| MONUMENT, B | | | 0065 616-02320 766.000 m2 | 1.75000 1340.50| 1.84000 1409.44| GEOTEXTILES | | | 0066 616-05688 1407.000 Mg | 37.00000 52059.00| 38.85000 54661.95| RIPRAP, CLASS 1 | | | 0067 616-06405 159.000 Mg | 25.00000 3975.00| 26.25000 4173.75| RIPRAP, REVETMENT | | | 0068 621-01004 4.000 EACH| 210.00000 840.00| 210.00000 840.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0069 621-02770 2000.000 m2 | 1.85000 3700.00| 1.85000 3700.00| EROSION CONTROL BLANKET | | | 0070 621-04258 11.000 kg | 111.00000 1221.00| 111.30000 1224.30| SEED MIXTURE , HERBACEOUS | | | 0071 621-06548 3.000 kg | 58.00000 174.00| 57.75000 173.25| SEED MIXTURE, CV | | | 0072 621-06553 6.000 kg | 73.00000 438.00| 72.98000 437.88| SEED MIXTURE, R | | | 0073 621-06567 415.000 kL | 2.10000 871.50| 2.10000 871.50| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 621-06575 31506.000 m2 | 3.50000 110271.00| 3.57000 112476.42| SODDING, NURSERY | | | 0075 622-91786 320.000 EACH| 9.98000 3193.60| 9.98000 3193.60| SEEDLING | | | 0076 714-02544 12.000 EACH| 7800.00000 93600.00| 8190.00000 98280.00| WINGWALL, PRECAST CONCRETE | | | 0077 714-08108 25.600 m | 4625.00000 118400.00| 4856.25000 124320.00| CULVERT, PRECAST, THREE-SIDED, | | | REINFORCED CONCRETE, 5480 mm X 2740 mm | | | 0078 714-08111 53.000 m | 4500.00000 238500.00| 4725.00000 250425.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5480 mm X 2440 mm | | | 0079 715-05024 692.000 m | 195.00000 134940.00| 204.75000 141687.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0080 715-05048 9106.000 m | 9.95000 90604.70| 10.45000 95157.70| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05053 13.000 m | 80.00000 1040.00| 84.00000 1092.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0082 715-05149 3937.000 m | 88.00000 346456.00| 92.40000 363778.80| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0083 715-05151 197.000 m | 97.00000 19109.00| 101.85000 20064.45| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0084 715-05152 936.000 m | 108.00000 101088.00| 113.40000 106142.40| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0085 715-05154 1036.000 m | 127.00000 131572.00| 133.35000 138150.60| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0086 715-05156 352.000 m | 160.00000 56320.00| 168.00000 59136.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0087 715-05159 145.000 m | 245.00000 35525.00| 257.25000 37301.25| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0088 715-05161 2.000 m | 570.00000 1140.00| 598.50000 1197.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0089 715-05408 5.000 m | 115.00000 575.00| 120.75000 603.75| PIPE, SANITARY SEWER, 200 mm | | | 0090 715-05411 571.000 m | 175.00000 99925.00| 183.75000 104921.25| PIPE, SANITARY SEWER, 300 mm | | | 0091 715-05711 203.000 m | 150.00000 30450.00| 157.50000 31972.50| PIPE, SANITARY SEWER, 150 mm | | | 0092 715-05768 2.000 m | 511.00000 1022.00| 536.55000 1073.10| PIPE, REINFORCED CONCRETE, II, D0.3=60, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-05770 70.000 m | 88.00000 6160.00| 92.40000 6468.00| PIPE, REINFORCED CONCRETE, III, DO.3=75,| | | 300 mm | | | 0094 715-46000 6.000 EACH| 495.00000 2970.00| 519.75000 3118.50| PIPE END SECTION, 300 mm | | | 0095 718-06532 2000.000 m | 3.00000 6000.00| 3.15000 6300.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0096 718-94889 1805.000 m3 | 35.00000 63175.00| 36.75000 66333.75| AGGREGATE FOR UNDERDRAINS, 8 | | | 0097 718-99153 17418.000 m2 | 0.91000 15850.38| 0.96000 16721.28| GEOTEXTILES FOR UNDERDRAIN | | | 0098 720-03194 1.000 EACH| 4000.00000 4000.00| 4200.00000 4200.00| MANHOLE , M200, DROP | | | 0099 720-03757 2.000 EACH| 1800.00000 3600.00| 1890.00000 3780.00| MANHOLE, C15 | | | 0100 720-03878 7.000 EACH| 1900.00000 13300.00| 1995.00000 13965.00| MANHOLE, C200 | | | 0101 720-44000 36.000 EACH| 550.00000 19800.00| 577.50000 20790.00| CASTING, ADJUST TO GRADE | | | 0102 720-45030 4.000 EACH| 1500.00000 6000.00| 1575.00000 6300.00| INLET, E7 | | | 0103 720-45055 32.000 EACH| 1800.00000 57600.00| 1890.00000 60480.00| INLET, M10 | | | 0104 720-45075 6.000 EACH| 2000.00000 12000.00| 2100.00000 12600.00| INLET, R13 | | | 0105 720-45145 92.000 EACH| 1600.00000 147200.00| 1680.00000 154560.00| INLET, J10, MODIFIED | | | 0106 720-45265 7.000 EACH| 1100.00000 7700.00| 1155.00000 8085.00| PIPE CATCH BASIN, 375 mm | | | 0107 720-45410 62.000 EACH| 1700.00000 105400.00| 1785.00000 110670.00| MANHOLE, C4 | | | 0108 720-45415 1.000 EACH| 6000.00000 6000.00| 6300.00000 6300.00| MANHOLE, D4 | | | 0109 720-45425 1.000 EACH| 10000.00000 10000.00| 10500.00000 10500.00| MANHOLE, F4 | | | 0110 720-45605 1.000 m | 960.00000 960.00| 1008.00000 1008.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0111 720-91110 3.000 EACH| 7900.00000 23700.00| 8295.00000 24885.00| MANHOLE, N4 | | | 0112 720-91973 8.000 EACH| 3000.00000 24000.00| 3150.00000 25200.00| MANHOLE, H4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 720-93411 1.000 EACH| 1600.00000 1600.00| 1680.00000 1680.00| INLET, C15, MODIFIED | | | 0114 720-94432 2.000 EACH| 1700.00000 3400.00| 1785.00000 3570.00| MANHOLE, C7 | | | 0115 720-94612 6.000 EACH| 3500.00000 21000.00| 3675.00000 22050.00| MANHOLE, K4 | | | 0116 720-95422 21.000 EACH| 3400.00000 71400.00| 3570.00000 74970.00| MANHOLE, J4 | | | 0117 720-98174 89.000 EACH| 1700.00000 151300.00| 1785.00000 158865.00| INLET, B15 | | | 0118 720-98555 46.000 EACH| 1700.00000 78200.00| 1785.00000 82110.00| INLET, C15 | | | 0119 722-51842 56.000 m2 | 94.50000 5292.00| 94.50000 5292.00| BRIDGE DECK OVERLAY | | | 0120 722-51846 3.000 m3 | 434.50000 1303.50| 434.50000 1303.50| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0121 801-04308 30.000 EACH| 415.00000 12450.00| 393.75000 11812.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0122 801-06625 156.000 EACH| 194.00000 30264.00| 183.75000 28665.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0123 801-06640 29.000 EACH| 404.00000 11716.00| 262.50000 7612.50| CONSTRUCTION SIGN, A | | | 0124 801-06775 LUMP| 385000.00000 385000.00| 318000.00000 318000.00| MAINTAINING TRAFFIC | | | 0125 801-07119 652.000 m | 89.00000 58028.00| 65.10000 42445.20| BARRICADE, III-B | | | 0126 802-04094 5.000 EACH| 8550.00000 42750.00| 8526.00000 42630.00| SINGLE ARM FOR OVERHEAD SIGN STRUCTURE, | | | CANTILEVER | | | 0127 802-76025 78.070 m2 | 107.00000 8353.49| 107.10000 8361.30| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0128 802-76035 61.950 m2 | 100.00000 6195.00| 99.75000 6179.51| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0129 802-76045 21.710 m2 | 189.00000 4103.19| 189.00000 4103.19| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0130 802-76055 963.200 m | 10.50000 10113.60| 10.50000 10113.60| SIGN POST, A | | | 0131 802-76065 42.300 m | 11.00000 465.30| 10.71000 453.03| SIGN POST, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 805-01421 2.000 EACH| 399.00000 798.00| 399.00000 798.00| SERVICE POINT RISER AND WEATHERHEAD, | | | FURNISH | | | 0133 805-01815 16.000 EACH| 1890.00000 30240.00| 1890.00000 30240.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0134 805-01842 39.000 EACH| 820.00000 31980.00| 840.00000 32760.00| HANDHOLE, SIGNAL | | | 0135 805-01844 1080.000 m | 63.00000 68040.00| 63.00000 68040.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0136 805-01879 4.000 EACH| 420.00000 1680.00| 420.00000 1680.00| SIGNAL SERVICE, INSTALL | | | 0137 805-02087 LUMP| 800.00000 800.00| 787.50000 787.50| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0138 805-02152 26.000 EACH| 294.00000 7644.00| 294.00000 7644.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0139 805-02445 4.000 EACH| 8610.00000 34440.00| 8925.00000 35700.00| CONTROLLER CABINET, P1 | | | 0140 805-78205 34.000 EACH| 557.00000 18938.00| 556.50000 18921.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0141 805-78415 16.000 EACH| 1575.00000 25200.00| 1732.50000 27720.00| SPAN, CATENARY, AND TETHER | | | 0142 805-78420 16.000 EACH| 179.00000 2864.00| 178.50000 2856.00| DISCONNECT HANGER | | | 0143 805-78467 97.000 m | 5.00000 485.00| 5.04000 488.88| SIGNAL CABLE, 3C 8GA. | | | 0144 805-78480 750.000 m | 4.20000 3150.00| 4.20000 3150.00| SIGNAL CABLE, 3C 14GA. | | | 0145 805-78485 1229.000 m | 4.40000 5407.60| 4.41000 5419.89| SIGNAL CABLE, 5C 14GA. | | | 0146 805-78490 1315.000 m | 4.60000 6049.00| 4.62000 6075.30| SIGNAL CABLE, 7C 14GA. | | | 0147 805-78510 2215.000 m | 4.20000 9303.00| 4.20000 9303.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0148 805-78746 4925.000 m | 15.00000 73875.00| 15.12000 74466.00| PREFORMED LOOP DETECTORS | | | 0149 805-78900 1.000 EACH| 399.00000 399.00| 399.00000 399.00| PEDESTAL FOUNDATION, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 450 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,002,489.81 ROUTE : 22 CALL ORDER : 450 CONTRACT ID : R -25397-B COUNTIES : HOWARD LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1139301 | |GRADEX, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 805-78925 4.000 EACH| 578.00000 2312.00| 577.50000 2310.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0151 805-81032 12.000 EACH| 2888.00000 34656.00| 2887.50000 34650.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0152 805-81060 4.000 EACH| 3415.00000 13660.00| 3412.50000 13650.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0153 805-99162 1.000 EACH| 441.00000 441.00| 441.00000 441.00| SIGNAL PEDESTAL, 3.4 m | | | 0154 808-05929 524.000 m | 4.12000 2158.88| 3.52000 1844.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0155 808-06701 216.000 m | 1.52000 328.32| 0.81000 174.96| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0156 808-06703 758.000 m | 1.07000 811.06| 0.81000 613.98| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0157 808-75240 1225.000 m | 1.31000 1604.75| 0.81000 992.25| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0158 808-75245 9748.000 m | 0.98000 9553.04| 0.81000 7895.88| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0159 808-75278 33.000 m | 4.46000 147.18| 5.25000 173.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0160 808-75297 250.000 m | 11.03000 2757.50| 10.50000 2625.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0161 808-75320 93.000 EACH| 56.00000 5208.00| 48.04000 4467.72| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0162 808-75325 85.000 EACH| 60.00000 5100.00| 70.35000 5979.75| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0163 808-75340 2.000 EACH| 257.00000 514.00| 341.25000 682.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 10,987,762.63| $ 11,133,139.14| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,987,762.63| $ 11,133,139.14| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,736,247.39 ROUTE : CALL ORDER : 460 CONTRACT ID : R -26347-B COUNTIES : TIPPECANOE LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9979019 6743117 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,735,989.00 100.0000% 2 35-1875662 CRIDER & CRIDER, INC. $ 1,799,004.75 103.6299% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,845,756.84 106.3230% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP| 35000.00000 35000.00| 70796.75000 70796.75| 86154.00000 86154.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1500.00000 18000.00| 1000.00000 12000.00| 1989.00000 23868.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 86800.00000 86800.00| 75000.00000 75000.00| 174429.00000 174429.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 59000.00000 59000.00| 50000.00000 50000.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0005 202-07003 LUMP| 46000.00000 46000.00| 50000.00000 50000.00| 58000.00000 58000.00 REMOVE AND REGRADE SWISHER ROAD | | | APPROACH TO SR 225 | | | 0006 202-51330 LUMP| 850.00000 850.00| 2500.00000 2500.00| 1000.00000 1000.00 PRESENT STRUCTURE, REMOVE , MOCK WALL | | | 0007 203-02000 11013.000 CYS | 13.00000 143169.00| 14.00000 154182.00| 15.00000 165195.00 EXCAVATION, COMMON | | | 0008 203-02070 9804.000 CYS | 16.00000 156864.00| 9.00000 88236.00| 10.00000 98040.00 BORROW | | | 0009 205-06931 300.000 TON | 30.00000 9000.00| 25.00000 7500.00| 25.00000 7500.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 6500.000 LFT | 1.25000 8125.00| 1.75000 11375.00| 1.24000 8060.00 TEMPORARY SILT FENCE | | | 0011 210-03825 1.000 EACH| 65000.00000 65000.00| 85000.00000 85000.00| 63200.00000 63200.00 SHELTER , PICNIC | | | 0012 210-05758 LUMP| 356000.00000 356000.00| 450000.00000 450000.00| 353600.00000 353600.00 BUILDING , PUBLIC TOILET FACILITY | | | 0013 211-07454 180.000 CYS | 30.00000 5400.00| 20.00000 3600.00| 20.00000 3600.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,736,247.39 ROUTE : CALL ORDER : 460 CONTRACT ID : R -26347-B COUNTIES : TIPPECANOE LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-01180 10130.000 TON | 15.00000 151950.00| 15.00000 151950.00| 13.34000 135134.20 COMPACTED AGGREGATE, NO. 53 | | | 0015 303-60012 210.000 TON | 16.00000 3360.00| 15.50000 3255.00| 19.48000 4090.80 AGGREGATE, 2 | | | 0016 306-08033 245.000 SYS | 8.00000 1960.00| 4.00000 980.00| 7.79000 1908.55 MILLING, ASPHALT, 1 IN. | | | 0017 306-08043 245.000 SYS | 8.00000 1960.00| 4.00000 980.00| 7.79000 1908.55 MILLING, TRANSITION | | | 0018 401-07320 2161.000 TON | 40.00000 86440.00| 39.00000 84279.00| 48.02000 103771.22 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0019 401-07389 2512.000 TON | 40.00000 100480.00| 42.00000 105504.00| 41.22000 103544.64 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0020 401-07406 4932.000 TON | 37.00000 182484.00| 38.00000 187416.00| 39.74000 195997.68 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0021 406-05520 17.000 TON | 250.00000 4250.00| 250.00000 4250.00| 165.00000 2805.00 ASPHALT FOR TACK COAT | | | 0022 604-90256 190.000 SYS | 59.00000 11210.00| 30.00000 5700.00| 50.00000 9500.00 SIDEWALK, CONCRETE, 6 IN. | | | 0023 615-06496 82.000 EACH| 65.00000 5330.00| 100.00000 8200.00| 73.00000 5986.00 PARKING BARRIER | | | 0024 616-02320 190.000 SYS | 2.00000 380.00| 3.00000 570.00| 2.20000 418.00 GEOTEXTILES | | | 0025 621-01004 2.000 EACH| 400.00000 800.00| 750.00000 1500.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-04258 150.000 LBS | 210.00000 31500.00| 250.00000 37500.00| 210.50000 31575.00 SEED MIXTURE , DNR MIXTURE | | | 0027 621-06567 180.000 MG | 2.00000 360.00| 2.50000 450.00| 2.00000 360.00 WATER | | | 0028 621-06574 23696.000 SYS | 2.50000 59240.00| 3.00000 71088.00| 2.45000 58055.20 SODDING | | | 0029 715-05119 1087.000 LFT | 36.00000 39132.00| 28.00000 30436.00| 28.00000 30436.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0030 715-46005 16.000 EACH| 450.00000 7200.00| 400.00000 6400.00| 500.00000 8000.00 PIPE END SECTION, 15 IN. | | | 0031 720-03194 2.000 EACH| 200.00000 400.00| 400.00000 800.00| 425.00000 850.00 MANHOLE LID, NON-SLIP | | | 0032 720-44000 2.000 EACH| 800.00000 1600.00| 250.00000 500.00| 250.00000 500.00 CASTING, ADJUST TO GRADE | | | 0033 720-45030 3.000 EACH| 2000.00000 6000.00| 1000.00000 3000.00| 1250.00000 3750.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,736,247.39 ROUTE : CALL ORDER : 460 CONTRACT ID : R -26347-B COUNTIES : TIPPECANOE LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1875662 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |CRIDER & CRIDER, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-03290 3.000 EACH| 120.00000 360.00| 150.00000 450.00| 120.00000 360.00 CONSTRUCTION SIGN, C | | | 0035 801-04308 3.000 EACH| 250.00000 750.00| 225.00000 675.00| 250.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06640 7.000 EACH| 90.00000 630.00| 125.00000 875.00| 160.00000 1120.00 CONSTRUCTION SIGN, A | | | 0037 801-06645 3.000 EACH| 45.00000 135.00| 125.00000 375.00| 80.00000 240.00 CONSTRUCTION SIGN, B | | | 0038 801-07118 72.000 LFT | 8.00000 576.00| 20.00000 1440.00| 12.00000 864.00 BARRICADE, III-A | | | 0039 801-07119 24.000 LFT | 11.00000 264.00| 20.00000 480.00| 15.00000 360.00 BARRICADE, III-B | | | 0040 802-03896 34.000 EACH| 1200.00000 40800.00| 150.00000 5100.00| 1254.00000 42636.00 BOLLARD , HINGED, 30 IN. | | | 0041 802-76035 6.000 SFT | 25.00000 150.00| 52.00000 312.00| 48.00000 288.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0042 802-96248 50.000 LFT | 21.00000 1050.00| 17.00000 850.00| 14.00000 700.00 POST, WOOD, 4 IN. X 4 IN. | | | 0043 807-06896 3.000 EACH| 1600.00000 4800.00| 7500.00000 22500.00| 1734.00000 5202.00 UNDERPASS LIGHTING | | | 0044 808-06713 100.000 LFT | 7.30000 730.00| 5.00000 500.00| 7.00000 700.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06716 50.000 LFT | 10.00000 500.00| 10.00000 500.00| 10.00000 500.00 LINE, REMOVE | | | SECTION TOTALS | $ 1,735,989.00| $ 1,799,004.75| $ 1,845,756.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,735,989.00| $ 1,799,004.75| $ 1,845,756.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,512,509.63 ROUTE : 27 CALL ORDER : 470 CONTRACT ID : R -27136-B COUNTIES : JAY RANDOLPH LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/31/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2497013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 5,523,859.14 100.0000% ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 56200.00000 56200.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 3000.00000 18000.00| | FIELD OFFICE, B | | | 0003 108-01614 LUMP| 12500.00000 12500.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 280583.00000 280583.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 1659.000 m | 4.82000 7996.38| | GUARDRAIL, REMOVE | | | 0006 202-02271 116.000 EACH| 320.63000 37193.08| | HEADWALL, REMOVE | | | 0007 203-02000 7524.000 m3 | 7.92000 59590.08| | EXCAVATION, COMMON | | | 0008 203-02070 21038.000 m3 | 14.36000 302105.68| | BORROW | | | 0009 205-06932 1927.000 m | 22.74000 43819.98| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 5.000 EACH| 64.20000 321.00| | TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 1006.000 m | 5.19000 5221.14| | TEMPORARY SILT FENCE | | | 0012 211-07454 1000.000 m3 | 20.96000 20960.00| | STRUCTURE BACKFILL | | | 0013 303-01180 9800.000 Mg | 14.45000 141610.00| | COMPACTED AGGREGATE, NO. 53 | | | 0014 304-07491 75.000 Mg | 110.02000 8251.50| | HMA PATCHING, TYPE C | | | 0015 306-08043 11687.000 m2 | 1.12000 13089.44| | MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,512,509.63 ROUTE : 27 CALL ORDER : 470 CONTRACT ID : R -27136-B COUNTIES : JAY RANDOLPH LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-06264 LUMP| 11200.00000 11200.00| | PROFILOGRAPH, HMA | | | 0017 401-07328 17262.000 Mg | 39.88000 688408.56| | QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0018 401-07398 68598.000 Mg | 37.06000 2542241.88| | QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0019 406-05520 136.000 Mg | 205.00000 27880.00| | ASPHALT FOR TACK COAT | | | 0020 506-06333 500.000 m2 | 148.00000 74000.00| | PCCP PATCHING, FULL DEPTH | | | 0021 601-04150 83.000 m | 144.45000 11989.35| | GUARDRAIL, THRIE BEAM, 1.905 m SPACING ,| | | MODIFIED POST | | | 0022 601-91649 4.000 EACH| 395.90000 1583.60| | GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0023 601-91650 15.500 m | 149.80000 2321.90| | GUARDRAIL THRIE BEAM EXPANSION RAIL, | | | GALVANIZED | | | 0024 601-94689 8.000 EACH| 2782.00000 22256.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-99105 250.000 m | 42.80000 10700.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 605-06120 13.000 m | 280.34000 3644.42| | CURB, CONCRETE , BARRIER | | | 0027 610-07488 1881.500 Mg | 46.26000 87038.19| | HMA FOR APPROACHES, TYPE C | | | 0028 611-06497 78.000 EACH| 150.00000 11700.00| | MAILBOX ASSEMBLY, SINGLE | | | 0029 611-06498 8.000 EACH| 200.00000 1600.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0030 612-04315 70.500 Mg | 802.50000 56576.25| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0031 612-60410 1300.000 EACH| 7.33000 9529.00| | DRILLED HOLE FOR UNDERSEAL | | | 0032 615-06525 10.000 EACH| 600.00000 6000.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0033 616-06451 1514.000 Mg | 21.43000 32445.02| | RIPRAP, UNIFORM , 305mm MIN. DEPTH | | | 0034 621-01004 15.000 EACH| 936.25000 14043.75| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,512,509.63 ROUTE : 27 CALL ORDER : 470 CONTRACT ID : R -27136-B COUNTIES : JAY RANDOLPH LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-02363 9790.000 m2 | 0.41000 4013.90| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0036 621-06559 97901.000 m2 | 0.36000 35244.36| | MULCHED SEEDING, R | | | 0037 621-06560 9790.000 m2 | 0.45000 4405.50| | MULCHED SEEDING, U | | | 0038 715-05019 8.600 m | 660.62000 5681.33| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0039 715-05053 60.000 m | 117.10000 7026.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0040 715-05123 26.800 m | 654.01000 17527.47| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0041 715-05125 395.900 m | 128.42000 50841.48| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0042 715-05168 330.500 m | 203.20000 67157.60| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0043 715-05169 86.000 m | 203.03000 17460.58| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 715-05171 9.000 m | 180.20000 1621.80| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0045 715-05172 4.000 m | 941.78000 3767.12| | PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0046 715-05173 101.000 m | 171.25000 17296.25| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0047 715-05239 5.700 m | 800.99000 4565.64| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0048 715-05361 12.000 m | 190.10000 2281.20| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0049 715-46000 62.000 EACH| 211.12000 13089.44| | PIPE END SECTION, 300 mm | | | 0050 715-46005 12.000 EACH| 371.54000 4458.48| | PIPE END SECTION, 375 mm | | | 0051 715-46010 2.000 EACH| 397.54000 795.08| | PIPE END SECTION, 450 mm | | | 0052 715-46015 4.000 EACH| 423.54000 1694.16| | PIPE END SECTION, 525 mm | | | 0053 715-46020 25.000 EACH| 428.74000 10718.50| | PIPE END SECTION, 600 mm | | | 0054 715-46030 1.000 EACH| 599.04000 599.04| | PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,512,509.63 ROUTE : 27 CALL ORDER : 470 CONTRACT ID : R -27136-B COUNTIES : JAY RANDOLPH LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-46040 4.000 EACH| 677.04000 2708.16| | PIPE END SECTION, 900 mm | | | 0056 715-46045 2.000 EACH| 371.54000 743.08| | PIPE END SECTION, MIN. AREA .11 m2 | | | 0057 715-46060 2.000 EACH| 397.54000 795.08| | PIPE END SECTION, MIN. AREA .21 m2 | | | 0058 718-06528 43.000 EACH| 684.57000 29436.51| | OUTLET PROTECTOR, 1 | | | 0059 725-06857 36.000 m | 504.65000 18167.40| | PIPE LINER, THERMOPLASTIC, 600 mm | | | 0060 725-06864 35.100 m | 1972.99000 69251.95| | PIPE LINER, THERMOPLASTIC, 2400 mm | | | 0061 725-06866 84.000 m | 314.07000 26381.88| | PIPE LINER, THERMOPLASTIC, 375 mm | | | 0062 725-06867 30.000 m | 435.32000 13059.60| | PIPE LINER, THERMOPLASTIC, 450 mm | | | 0063 725-06868 10.000 m | 554.69000 5546.90| | PIPE LINER, THERMOPLASTIC, 525 mm | | | 0064 725-06874 69.500 m | 1394.89000 96944.86| | PIPE LINER, THERMOPLASTIC, 1500 mm | | | 0065 725-06875 31.200 m | 2227.70000 69504.24| | PIPE LINER, THERMOPLASTIC, 1650 mm | | | 0066 725-06878 32.700 m | 1312.39000 42915.15| | PIPE LINER, THERMOPLASTIC, 2100 mm | | | 0067 801-06203 5892.000 m | 1.10000 6481.20| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0068 801-06207 5892.000 m | 2.50000 14730.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0069 801-06640 45.000 EACH| 193.25000 8696.25| | CONSTRUCTION SIGN, A | | | 0070 801-06710 240.000 DAY | 10.00000 2400.00| | FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 193348.90000 193348.90| | MAINTAINING TRAFFIC | | | 0072 804-06770 43.000 EACH| 14.98000 644.14| | DELINEATOR POST | | | 0073 808-06712 3683.000 m | 0.31000 1141.73| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 29460.000 m | 0.31000 9132.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 470 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,512,509.63 ROUTE : 27 CALL ORDER : 470 CONTRACT ID : R -27136-B COUNTIES : JAY RANDOLPH LETTING DATE : 06/15/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-06714 548.000 m | 0.31000 169.88| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75996 605.000 EACH| 12.00000 7260.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0077 808-75998 605.000 EACH| 19.10000 11555.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 5,523,859.14| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,523,859.14| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,172.81 ROUTE : 136 CALL ORDER : 480 CONTRACT ID : R -27273-B COUNTIES : FOUNTAIN LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/20/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4223002 3086003 4223002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 1,787,094.48 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,791,989.27 100.2738% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 2,012,804.40 112.6299% ==================================================================================================================================== |(1) 35-1111003 |(2) 35-1917625 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06657 12.000 MOS | 250.00000 3000.00| 350.00000 4200.00| 522.00000 6264.00 PHONE, CELLULAR , RADIO | | | 0002 105-06845 LUMP| 60000.00000 60000.00| 40000.00000 40000.00| 40700.00000 40700.00 CONSTRUCTION ENGINEERING | | | 0003 105-07039 12.000 MOS | 1800.00000 21600.00| 1850.00000 22200.00| 1600.00000 19200.00 FIELD OFFICE, B | | | 0004 108-01614 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| 6162.00000 6162.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 88000.00000 88000.00| 89500.00000 89500.00| 99900.00000 99900.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 199100.00000 199100.00| 30000.00000 30000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0007 202-02278 2930.000 LFT | 3.00000 8790.00| 7.00000 20510.00| 4.00000 11720.00 CURB, CONCRETE, REMOVE | | | 0008 202-52710 2850.000 SYS | 4.00000 11400.00| 9.00000 25650.00| 14.00000 39900.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-78515 LUMP| 3100.00000 3100.00| 2700.00000 2700.00| 3279.00000 3279.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 5487.000 CYS | 10.85000 59533.95| 15.00000 82305.00| 27.00000 148149.00 EXCAVATION, COMMON | | | 0011 205-02236 34.000 EACH| 90.00000 3060.00| 52.00000 1768.00| 57.00000 1938.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 205-06934 0.800 TON | 2150.00000 1720.00| 1900.00000 1520.00| 2056.00000 1644.80 TEMPORARY MULCHING | | | 0013 205-06937 400.000 LFT | 3.00000 1200.00| 2.65000 1060.00| 3.00000 1200.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,172.81 ROUTE : 136 CALL ORDER : 480 CONTRACT ID : R -27273-B COUNTIES : FOUNTAIN LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 35-1917625 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 207-07498 6586.000 SYS | 7.25000 47748.50| 12.00000 79032.00| 10.00000 65860.00 SUBGRADE TREATMENT, TYPE A | | | 0015 207-07502 4230.000 SYS | 7.00000 29610.00| 6.75000 28552.50| 8.00000 33840.00 SUBGRADE TREATMENT, TYPE D | | | 0016 210-05403 LUMP| 7500.00000 7500.00| 5390.00000 5390.00| 11950.00000 11950.00 MODIFICATION , BASEMENT | | | 0017 211-07454 400.000 CYS | 30.50000 12200.00| 25.00000 10000.00| 58.00000 23200.00 STRUCTURE BACKFILL | | | 0018 304-04403 2922.000 CYS | 38.50000 112497.00| 42.00000 122724.00| 37.00000 108114.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0019 306-08032 134.000 SYS | 11.75000 1574.50| 12.90000 1728.60| 6.00000 804.00 MILLING, TRANSITION | | | 0020 306-08042 891.000 SYS | 1.10000 980.10| 3.05000 2717.55| 3.00000 2673.00 MILLING, SCARIFICATION/PROFILE | | | 0021 306-08043 807.000 SYS | 1.10000 887.70| 3.15000 2542.05| 3.00000 2421.00 MILLING, TRANSITION | | | 0022 402-07432 128.000 TON | 64.00000 8192.00| 85.00000 10880.00| 122.00000 15616.00 HMA SURFACE, TYPE A | | | 0023 502-06457 9721.000 SYS | 34.00000 330514.00| 40.00000 388840.00| 44.00000 427724.00 PCCP, 9 IN. | | | 0024 503-05240 5401.000 LFT | 9.00000 48609.00| 11.00000 59411.00| 10.00000 54010.00 D-1 CONTRACTION JOINT | | | 0025 603-02736 285.000 LFT | 27.00000 7695.00| 29.00000 8265.00| 32.00000 9120.00 FENCE, WOOD, REMOVE AND RESET | | | 0026 604-06070 2307.000 SYS | 21.00000 48447.00| 31.70000 73131.90| 41.00000 94587.00 SIDEWALK, CONCRETE | | | 0027 604-06367 1248.000 LFT | 7.50000 9360.00| 2.75000 3432.00| 3.00000 3744.00 JOINT MATERIAL | | | 0028 604-44251 6.100 CYS | 1400.00000 8540.00| 1100.00000 6710.00| 2000.00000 12200.00 STEPS, CONCRETE | | | 0029 605-06090 3365.000 LFT | 10.50000 35332.50| 7.00000 23555.00| 19.00000 63935.00 CURB, INTEGRAL, CONCRETE | | | 0030 605-06120 256.000 LFT | 50.00000 12800.00| 21.00000 5376.00| 28.00000 7168.00 CURB, CONCRETE | | | 0031 611-03671 6.000 EACH| 930.00000 5580.00| 1100.00000 6600.00| 348.00000 2088.00 TRASH RECEPTACLE | | | 0032 611-95023 1.000 EACH| 200.00000 200.00| 158.00000 158.00| 174.00000 174.00 MAILBOX ASSEMBLY, RESET | | | 0033 621-01004 2.000 EACH| 400.00000 800.00| 420.00000 840.00| 452.00000 904.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,172.81 ROUTE : 136 CALL ORDER : 480 CONTRACT ID : R -27273-B COUNTIES : FOUNTAIN LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 35-1917625 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06545 1.100 TON | 2800.00000 3080.00| 2475.00000 2722.50| 2695.00000 2964.50 FERTILIZER | | | 0035 621-06557 34.000 LBS | 15.00000 510.00| 12.60000 428.40| 14.00000 476.00 SEED MIXTURE, T | | | 0036 621-06570 350.000 CYS | 20.00000 7000.00| 35.00000 12250.00| 31.00000 10850.00 TOP SOIL | | | 0037 621-06575 1332.000 SYS | 4.60000 6127.20| 4.05000 5394.60| 4.00000 5328.00 SODDING, NURSERY | | | 0038 622-05650 15.000 EACH| 1300.00000 19500.00| 1300.00000 19500.00| 396.00000 5940.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0039 702-04442 109.000 CYS | 880.00000 95920.00| 725.00000 79025.00| 1200.00000 130800.00 WALL, STRUCTURAL, CONCRETE | | | 0040 704-04850 324.000 SYS | 80.00000 25920.00| 71.00000 23004.00| 86.00000 27864.00 CONCRETE , 4 IN., STAMPED COLOR | | | 0041 704-04850 414.000 SYS | 88.00000 36432.00| 78.00000 32292.00| 108.00000 44712.00 CONCRETE , 9 IN., STAMPED COLOR | | | 0042 706-03872 43.000 LFT | 105.00000 4515.00| 97.00000 4171.00| 105.00000 4515.00 RAILING, ALUMINUM | | | 0043 706-04683 102.000 LFT | 90.00000 9180.00| 80.00000 8160.00| 87.00000 8874.00 RAILING , ALUMINUM | | | 0044 712-03812 7.000 EACH| 1300.00000 9100.00| 1500.00000 10500.00| 580.00000 4060.00 BENCH | | | 0045 715-05024 63.000 LFT | 63.00000 3969.00| 110.00000 6930.00| 164.00000 10332.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0046 715-05048 2205.000 LFT | 6.00000 13230.00| 7.00000 15435.00| 4.00000 8820.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0047 715-05146 343.000 LFT | 26.00000 8918.00| 13.00000 4459.00| 33.00000 11319.00 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0048 715-05149 718.000 LFT | 27.50000 19745.00| 53.00000 38054.00| 42.00000 30156.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-05151 106.000 LFT | 25.00000 2650.00| 55.00000 5830.00| 38.00000 4028.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0050 715-05152 318.000 LFT | 39.00000 12402.00| 52.00000 16536.00| 36.00000 11448.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0051 715-05154 242.000 LFT | 38.00000 9196.00| 56.00000 13552.00| 48.00000 11616.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0052 715-05156 586.000 LFT | 43.00000 25198.00| 61.00000 35746.00| 56.00000 32816.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0053 718-52610 119.000 CYS | 50.00000 5950.00| 30.00000 3570.00| 56.00000 6664.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,172.81 ROUTE : 136 CALL ORDER : 480 CONTRACT ID : R -27273-B COUNTIES : FOUNTAIN LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 35-1917625 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 720-01894 2.000 EACH| 775.00000 1550.00| 1000.00000 2000.00| 829.00000 1658.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0055 720-04136 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| 1275.00000 1275.00 INLET, B13 | | | 0056 720-07299 7.000 EACH| 950.00000 6650.00| 1800.00000 12600.00| 2045.00000 14315.00 INLET TYPE H , MODIFIED | | | 0057 720-45045 17.000 EACH| 1300.00000 22100.00| 1700.00000 28900.00| 1200.00000 20400.00 INLET, J10 | | | 0058 720-45275 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 1074.00000 4296.00 PIPE CATCH BASIN, 24 IN. | | | 0059 720-91973 5.000 EACH| 2325.00000 11625.00| 2900.00000 14500.00| 2127.00000 10635.00 MANHOLE, H4 | | | 0060 720-94612 4.000 EACH| 3100.00000 12400.00| 3100.00000 12400.00| 2484.00000 9936.00 MANHOLE, K4 | | | 0061 720-98174 11.000 EACH| 1450.00000 15950.00| 2100.00000 23100.00| 1637.00000 18007.00 INLET, B15 | | | 0062 801-04308 18.000 EACH| 257.00000 4626.00| 225.00000 4050.00| 277.00000 4986.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 47.000 EACH| 66.00000 3102.00| 58.00000 2726.00| 66.00000 3102.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 18.000 EACH| 265.00000 4770.00| 152.00000 2736.00| 254.00000 4572.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH| 30.00000 60.00| 26.00000 52.00| 28.00000 56.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 15000.00000 15000.00| 26600.00000 26600.00| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0067 801-07118 288.000 LFT | 7.80000 2246.40| 6.80000 1958.40| 7.00000 2016.00 BARRICADE, III-A | | | 0068 801-07119 48.000 LFT | 5.25000 252.00| 4.70000 225.60| 5.00000 240.00 BARRICADE, III-B | | | 0069 802-05701 263.000 LFT | 21.75000 5720.25| 19.30000 5075.90| 21.00000 5523.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0070 802-07059 1.000 EACH| 466.00000 466.00| 415.00000 415.00| 449.00000 449.00 SIGN, SHEET, AND SUPPORTS, REMOVE AND | | | REST | | | 0071 802-07159 2.000 EACH| 1715.00000 3430.00| 1530.00000 3060.00| 1651.00000 3302.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0072 802-07160 2.000 EACH| 1995.00000 3990.00| 1770.00000 3540.00| 1922.00000 3844.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, III | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,172.81 ROUTE : 136 CALL ORDER : 480 CONTRACT ID : R -27273-B COUNTIES : FOUNTAIN LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 35-1917625 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-76025 109.380 SFT | 21.15000 2313.39| 18.80000 2056.34| 20.00000 2187.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0074 802-76035 45.250 SFT | 24.00000 1086.00| 21.90000 990.98| 24.00000 1086.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0075 805-01842 4.000 EACH| 1050.00000 4200.00| 950.00000 3800.00| 1029.00000 4116.00 HANDHOLE, SIGNAL | | | 0076 805-02069 2.000 EACH| 4225.00000 8450.00| 3750.00000 7500.00| 4070.00000 8140.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0077 805-02069 2.000 EACH| 8335.00000 16670.00| 7400.00000 14800.00| 8027.00000 16054.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | DECORATIVE | | | 0078 805-02072 1.000 EACH| 4580.00000 4580.00| 4000.00000 4000.00| 4409.00000 4409.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0079 805-02072 1.000 EACH| 9000.00000 9000.00| 8000.00000 8000.00| 8705.00000 8705.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | DECORATIVE | | | 0080 805-02077 1.000 EACH| 5280.00000 5280.00| 4700.00000 4700.00| 5088.00000 5088.00 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0081 805-02077 1.000 EACH| 9200.00000 9200.00| 8200.00000 8200.00| 8931.00000 8931.00 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | DECORATIVE | | | 0082 805-02262 LUMP| 17950.00000 17950.00| 15900.00000 15900.00| 17300.00000 17300.00 FLASHER INSTALLATION | | | 0083 805-02328 965.000 LFT | 0.11000 106.15| 0.11000 106.15| 0.10000 96.50 SIGNAL CABLE, 1C 14GA. | | | 0084 805-06592 381.000 LFT | 22.00000 8382.00| 20.00000 7620.00| 22.00000 8382.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0085 805-78100 1.000 EACH| 10000.00000 10000.00| 9100.00000 9100.00| 9836.00000 9836.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0086 805-78205 8.000 EACH| 590.00000 4720.00| 525.00000 4200.00| 577.00000 4616.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0087 805-78355 8.000 EACH| 400.00000 3200.00| 385.00000 3080.00| 414.00000 3312.00 PEDESTRIAN SIGNAL HEAD, 12 IN. | | | 0088 805-78370 8.000 EACH| 200.00000 1600.00| 192.00000 1536.00| 207.00000 1656.00 PEDESTRIAN PUSH BUTTON | | | 0089 805-78445 1.000 EACH| 1800.00000 1800.00| 1728.00000 1728.00| 1854.00000 1854.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 480 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,775,172.81 ROUTE : 136 CALL ORDER : 480 CONTRACT ID : R -27273-B COUNTIES : FOUNTAIN LETTING DATE : 06/15/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 35-1917625 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-78465 15.000 LFT | 2.80000 42.00| 2.50000 37.50| 3.00000 45.00 SIGNAL CABLE, 2C 8GA. | | | 0091 805-78485 1426.000 LFT | 2.50000 3565.00| 2.25000 3208.50| 2.00000 2852.00 SIGNAL CABLE, 5C 14GA. | | | 0092 805-78490 465.000 LFT | 2.50000 1162.50| 2.18000 1013.70| 2.00000 930.00 SIGNAL CABLE, 7C 14GA. | | | 0093 805-78510 287.000 LFT | 1.45000 416.15| 1.30000 373.10| 1.00000 287.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0094 805-78746 10.000 LFT | 31.00000 310.00| 27.00000 270.00| 31.00000 310.00 PREFORMED LOOP DETECTORS | | | 0095 805-78785 2.000 EACH| 1100.00000 2200.00| 985.00000 1970.00| 1063.00000 2126.00 SIGNAL DETECTOR HOUSING | | | 0096 805-78795 325.000 LFT | 8.50000 2762.50| 7.80000 2535.00| 8.00000 2600.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0097 805-78925 1.000 EACH| 1250.00000 1250.00| 1110.00000 1110.00| 1210.00000 1210.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0098 805-92504 10.000 EACH| 105.00000 1050.00| 93.50000 935.00| 102.00000 1020.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0099 807-02193 20.000 EACH| 900.00000 18000.00| 800.00000 16000.00| 871.00000 17420.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0100 808-03631 2256.000 LFT | 2.90000 6542.40| 2.62000 5910.72| 3.00000 6768.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0101 808-03632 3333.000 LFT | 1.00000 3333.00| 0.89000 2966.37| 1.00000 3333.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0102 808-06068 6.000 EACH| 150.00000 900.00| 140.00000 840.00| 153.00000 918.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, HANDICAP SYMBOL | | | 0103 808-07310 80.600 LFT | 4.65000 374.79| 4.18000 336.91| 5.00000 403.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 12 IN. | | | 0104 808-74805 270.000 LFT | 9.25000 2497.50| 8.40000 2268.00| 9.00000 2430.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 1,787,094.48| $ 1,791,989.27| $ 2,012,804.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,787,094.48| $ 1,791,989.27| $ 2,012,804.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9920068/IN39003 9920068/IN39003 9920068/IN39003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 14,246,369.05 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 15,054,442.75 105.6721% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 146907.98000 146907.98| 92597.00000 92597.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 900.00000 21600.00| 100.00000 2400.00| FIELD OFFICE, B | | | 0003 108-01614 LUMP| 9100.00000 9100.00| 4928.55000 4928.55| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 712318.45000 712318.45| 750000.00000 750000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 142463.69000 142463.69| 207507.55000 207507.55| CLEARING RIGHT OF WAY | | | 0006 202-01261 10.000 EACH| 125.00000 1250.00| 860.40000 8604.00| TESTING FOR ASBESTOS | | | 0007 202-03000 LUMP| 4750.00000 4750.00| 12146.78000 12146.78| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0008 202-03000 LUMP| 118164.27000 118164.27| 15183.48000 15183.48| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0009 202-78515 LUMP| 5400.00000 5400.00| 1133.00000 1133.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 89256.000 m3 | 5.25000 468594.00| 7.04000 628362.24| EXCAVATION, COMMON | | | 0011 203-02070 213561.000 m3 | 7.00000 1494927.00| 4.98000 1063533.78| BORROW | | | 0012 203-51223 1085.000 m3 | 10.50000 11392.50| 12.15000 13182.75| EXCAVATION, WATERWAY | | | 0013 205-06930 10.800 Mg | 32.00000 345.60| 48.59000 524.77| SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06931 167.400 Mg | 32.00000 5356.80| 29.36000 4914.86| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06933 10.000 EACH| 50.00000 500.00| 51.50000 515.00| TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06936 264.000 Mg | 32.00000 8448.00| 29.36000 7751.04| TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 2328.000 m | 4.65000 10825.20| 4.32000 10056.96| TEMPORARY SILT FENCE | | | 0018 205-06938 196.600 m | 60.00000 11796.00| 40.49000 7960.33| TEMPORARY SLOPE DRAIN | | | 0019 206-51220 911.000 m3 | 51.65000 47053.15| 247.20000 225199.20| EXCAVATION, WET | | | 0020 206-51225 537.000 m3 | 20.00000 10740.00| 123.60000 66373.20| EXCAVATION, DRY | | | 0021 207-07498 38604.000 m2 | 3.75000 144765.00| 0.70000 27022.80| SUBGRADE TREATMENT, TYPE A | | | 0022 210-08049 LUMP| 285000.00000 285000.00| 540000.00000 540000.00| ANTI-ICING SYSTEM , STR. NO. 1 | | | 0023 211-06467 324.000 m3 | 83.00000 26892.00| 43.26000 14016.24| AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 15756.000 m3 | 13.25000 208767.00| 18.31000 288492.36| STRUCTURE BACKFILL | | | 0025 301-07448 6987.700 Mg | 15.59000 108938.24| 15.94000 111383.94| COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 401-06264 LUMP| 4000.00000 4000.00| 2110.00000 2110.00| PROFILOGRAPH, HMA | | | 0027 401-07320 974.000 Mg | 37.75000 36768.50| 36.73000 35775.02| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0028 401-07333 2465.000 Mg | 41.25000 101681.25| 41.55000 102420.75| QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0029 401-07334 2213.000 Mg | 42.25000 93499.25| 38.87000 86019.31| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0030 401-07402 4112.000 Mg | 37.25000 153172.00| 31.56000 129774.72| QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0031 401-07403 7431.000 Mg | 37.25000 276804.75| 30.08000 223524.48| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0032 401-07406 2954.000 Mg | 29.25000 86404.50| 31.65000 93494.10| QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0033 401-07407 7773.000 Mg | 31.25000 242906.25| 31.65000 246015.45| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0034 401-07408 7705.000 Mg | 31.25000 240781.25| 31.65000 243863.25| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07423 2841.000 Mg | 31.75000 90201.75| 31.65000 89917.65| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0036 401-07429 2954.000 Mg | 35.25000 104128.50| 10.55000 31164.70| QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0037 401-07430 4987.000 Mg | 35.25000 175791.75| 10.55000 52612.85| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0038 402-07453 220.100 Mg | 35.00000 7703.50| 64.14000 14117.21| HMA FOR TEMPORARY PAVEMENT | | | 0039 404-05511 941.600 m2 | 2.75000 2589.40| 3.60000 3389.76| SEAL COAT, 2 | | | 0040 405-05517 9.800 Mg | 200.00000 1960.00| 390.55000 3827.39| ASPHALT FOR PRIME COAT | | | 0041 406-05520 51.100 Mg | 200.00000 10220.00| 484.09000 24737.00| ASPHALT FOR TACK COAT | | | 0042 601-01522 7.000 EACH| 1450.00000 10150.00| 1493.50000 10454.50| GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-01626 2.000 EACH| 1500.00000 3000.00| 1545.00000 3090.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0044 601-05999 1.000 EACH| 40.00000 40.00| 41.20000 41.20| CURVED TERMINAL END | | | 0045 601-06246 6.000 EACH| 18850.00000 113100.00| 20638.58000 123831.48| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0046 601-94689 4.000 EACH| 2000.00000 8000.00| 2060.00000 8240.00| GUARDRAIL END TREATMENT, OS | | | 0047 601-99105 334.328 m | 41.10000 13740.88| 42.33000 14152.10| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0048 602-02476 839.300 m | 99.60000 83594.28| 130.84000 109814.01| BARRIER, CONCRETE, MODIFIED | | | 0049 602-06032 281.500 m | 87.52000 24636.88| 127.45000 35877.18| BARRIER, MEDIAN, CONCRETE | | | 0050 602-06729 294.000 EACH| 6.00000 1764.00| 7.21000 2119.74| BARRIER DELINEATOR | | | 0051 603-06040 4625.000 m | 14.35000 66368.75| 14.78000 68357.50| FENCE, FARM FIELD, 1190 mm | | | 0052 603-92636 401.000 m | 53.00000 21253.00| 54.59000 21890.59| FENCE, CHAIN LINK, 1830 mm | | | 0053 603-96042 3.000 EACH| 1125.00000 3375.00| 1158.75000 3476.25| FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0054 605-06120 120.000 m | 30.55000 3666.00| 30.45000 3654.00| CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 605-06140 2590.600 m | 31.97000 82821.48| 28.40000 73573.04| CURB AND GUTTER, CONCRETE | | | 0056 605-94811 2.000 EACH| 160.00000 320.00| 553.73000 1107.46| CURB TURNOUT | | | 0057 607-06335 109.600 m | 51.00000 5589.60| 164.80000 18062.08| PAVED SIDE DITCH, A | | | 0058 609-06259 917.700 m2 | 69.25000 63550.73| 74.16000 68056.63| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0059 610-07486 255.600 Mg | 45.00000 11502.00| 48.90000 12498.84| HMA FOR APPROACHES, TYPE A | | | 0060 611-05330 2199.700 m2 | 35.50000 78089.35| 30.44000 66958.87| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0061 611-06497 9.000 EACH| 139.00000 1251.00| 175.10000 1575.90| MAILBOX ASSEMBLY, SINGLE | | | 0062 611-06498 5.000 EACH| 159.00000 795.00| 226.60000 1133.00| MAILBOX ASSEMBLY, DOUBLE | | | 0063 615-06490 41.000 EACH| 105.00000 4305.00| 108.15000 4434.15| RIGHT OF WAY MARKER | | | 0064 615-06505 22.000 EACH| 390.00000 8580.00| 401.70000 8837.40| MONUMENT, B | | | 0065 615-06510 4.000 EACH| 350.00000 1400.00| 360.50000 1442.00| MONUMENT, C | | | 0066 615-06515 2.000 EACH| 125.00000 250.00| 128.75000 257.50| MONUMENT, D | | | 0067 615-06527 2.000 EACH| 415.00000 830.00| 427.45000 854.90| MONUMENT, SECTION CORNER | | | 0068 616-02320 2491.900 m2 | 2.00000 4983.80| 3.09000 7699.97| GEOTEXTILES | | | 0069 616-06405 1390.000 Mg | 26.50000 36835.00| 25.75000 35792.50| RIPRAP, REVETMENT | | | 0070 621-01004 5.000 EACH| 375.00000 1875.00| 257.50000 1287.50| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0071 621-02770 1937.000 m2 | 1.40000 2711.80| 1.49000 2886.13| EROSION CONTROL BLANKET | | | 0072 621-03787 5.200 kg | 174.50000 907.40| 132.87000 690.92| SEED MIXTURE, D | | | 0073 621-04258 47.100 kg | 41.75000 1966.43| 51.50000 2425.65| SEED MIXTURE , SEEDLING AREA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 621-04258 86.200 kg | 70.05000 6038.31| 67.47000 5815.91| SEED MIXTURE , WETLAND | | | 0075 621-06545 7.600 Mg | 492.00000 3739.20| 360.50000 2739.80| FERTILIZER | | | 0076 621-06548 54.100 kg | 55.00000 2975.50| 55.72000 3014.45| SEED MIXTURE, CV | | | 0077 621-06553 969.700 kg | 5.18000 5023.05| 4.89000 4741.83| SEED MIXTURE, R | | | 0078 621-06557 1170.000 kg | 5.10000 5967.00| 2.52000 2948.40| SEED MIXTURE, T | | | 0079 621-06565 81.400 Mg | 375.00000 30525.00| 442.90000 36052.06| MULCHING MATERIAL | | | 0080 621-06567 47.500 kL | 1.00000 47.50| 1.03000 48.93| WATER | | | 0081 621-06574 2636.400 m2 | 3.55000 9359.22| 5.18000 13656.55| SODDING | | | 0082 622-05606 5740.000 EACH| 3.50000 20090.00| 2.67000 15325.80| PLANT, AQUATIC | | | 0083 622-05626 2.000 EACH| 358.00000 716.00| 303.85000 607.70| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0084 622-05631 5.000 EACH| 87.50000 437.50| 51.50000 257.50| PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 600 TO 900 mm | | | 0085 622-05645 4.000 EACH| 204.00000 816.00| 242.05000 968.20| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 1800 TO 2400 mm | | | 0086 622-05654 9.000 EACH| 13.50000 121.50| 10.30000 92.70| PLANT, PERENNIAL | | | 0087 622-52436 31.000 EACH| 25.00000 775.00| 51.50000 1596.50| SIGN, DO NOT MOW OR SPRAY | | | 0088 622-91786 9275.000 EACH| 2.95000 27361.25| 2.58000 23929.50| SEEDLING , BARE ROOT | | | 0089 622-91786 460.000 EACH| 33.00000 15180.00| 4.64000 2134.40| SEEDLING , CONTAINER GROWN | | | 0090 624-92647 1.900 ha | 2386.00000 4533.40| 309.00000 587.10| HERBICIDE TREATMENT | | | 0091 701-01849 9196.000 m | 113.87000 1047148.52| 121.54000 1117681.84| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0092 702-51005 1248.300 m3 | 465.00000 580459.50| 437.75000 546443.33| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 702-51015 733.400 m3 | 335.00000 245689.00| 386.25000 283275.75| CONCRETE, B, FOOTINGS | | | 0094 702-51110 466.000 kg | 5.95000 2772.70| 8.24000 3839.84| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0095 703-51030 106954.000 kg | 1.27000 135831.58| 1.39000 148666.06| REINFORCING STEEL | | | 0096 703-51032 468021.000 kg | 1.40000 655229.40| 1.55000 725432.55| REINFORCING STEEL, EPOXY COATED | | | 0097 704-51002 2543.400 m3 | 445.00000 1131813.00| 463.50000 1178865.90| CONCRETE, C, SUPERSTRUCTURE | | | 0098 706-05732 8.000 EACH| 1200.00000 9600.00| 1442.00000 11536.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0099 706-51020 270.000 m3 | 428.40000 115668.00| 412.00000 111240.00| CONCRETE, C, RAILING | | | 0100 707-05995 554.000 m | 819.75000 454141.50| 741.60000 410846.40| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1829 mm X 1524 mm | | | 0101 707-05996 1985.000 m | 821.25000 1630181.25| 844.60000 1676531.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0102 709-07110 2195.000 m2 | 13.50000 29632.50| 10.30000 22608.50| SEAL COAT, GRAFFITI RESISTANT | | | 0103 709-51821 LUMP| 21520.73000 21520.73| 16480.00000 16480.00| SURFACE SEAL , STR. NO. 1 | | | 0104 709-51821 LUMP| 45749.15000 45749.15| 45320.00000 45320.00| SURFACE SEAL , STR. NO. 2 | | | 0105 711-51070 36.000 EACH| 84.00000 3024.00| 51.50000 1854.00| ANCHOR PLATE, AP 1 | | | 0106 715-05019 30.000 m | 185.00000 5550.00| 212.57000 6377.10| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0107 715-05048 6539.400 m | 9.00000 58854.60| 8.91000 58266.05| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0108 715-05053 339.600 m | 28.00000 9508.80| 51.62000 17530.15| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0109 715-05127 51.000 m | 195.00000 9945.00| 248.00000 12648.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0110 715-05149 948.600 m | 85.00000 80631.00| 86.04000 81617.54| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0111 715-05151 352.500 m | 90.00000 31725.00| 96.16000 33896.40| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0112 715-05152 334.600 m | 95.00000 31787.00| 106.28000 35561.29| PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 715-05153 347.700 m | 100.00000 34770.00| 116.41000 40475.76| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0114 715-05154 100.400 m | 125.00000 12550.00| 126.53000 12703.61| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0115 715-05156 39.900 m | 150.00000 5985.00| 161.96000 6462.20| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0116 715-05168 8.000 m | 85.00000 680.00| 151.84000 1214.72| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0117 715-05169 78.500 m | 90.00000 7065.00| 96.16000 7548.56| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0118 715-05173 13.000 m | 125.00000 1625.00| 187.26000 2434.38| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0119 715-05217 276.600 m | 80.00000 22128.00| 80.98000 22399.07| PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0120 715-05407 124.000 m | 46.65000 5784.60| 25.75000 3193.00| PIPE, END BENT DRAIN, 150 mm | | | 0121 715-05422 89.400 m | 225.00000 20115.00| 571.41000 51084.05| PIPE, SLOTTED DRAIN, 300 mm | | | 0122 715-05842 2.000 EACH| 750.00000 1500.00| 2429.36000 4858.72| CONCRETE ANCHOR, 1050 mm | | | 0123 715-46000 13.000 EACH| 125.00000 1625.00| 354.28000 4605.64| PIPE END SECTION, 300 mm | | | 0124 715-46005 10.000 EACH| 150.00000 1500.00| 404.89000 4048.90| PIPE END SECTION, 375 mm | | | 0125 715-46010 3.000 EACH| 175.00000 525.00| 430.20000 1290.60| PIPE END SECTION, 450 mm | | | 0126 715-46015 1.000 EACH| 200.00000 200.00| 506.11000 506.11| PIPE END SECTION, 525 mm | | | 0127 715-46020 4.000 EACH| 225.00000 900.00| 556.73000 2226.92| PIPE END SECTION, 600 mm | | | 0128 715-46040 2.000 EACH| 510.00000 1020.00| 657.95000 1315.90| PIPE END SECTION, 900 mm | | | 0129 715-91361 16.000 m | 80.00000 1280.00| 73.89000 1182.24| PIPE, PVC, 150 mm | | | 0130 718-06528 23.000 EACH| 300.00000 6900.00| 506.12000 11640.76| OUTLET PROTECTOR, 1 | | | 0131 718-06531 1.000 EACH| 300.00000 300.00| 455.51000 455.51| OUTLET PROTECTOR, 3 | | | 0132 718-06532 1000.000 m | 3.00000 3000.00| 3.04000 3040.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0133 718-52610 1361.700 m3 | 31.00000 42212.70| 34.42000 46869.71| AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 718-99153 7228.000 m2 | 1.40000 10119.20| 1.22000 8818.16| GEOTEXTILES FOR UNDERDRAIN | | | 0135 720-04682 8.000 EACH| 1200.00000 9600.00| 1619.57000 12956.56| INLET HA, MODIFIED | | | 0136 720-06607 2.000 EACH| 1200.00000 2400.00| 624.86000 1249.72| SLOTTED DRAIN PIPE CLEANOUT PORT , TYPE | | | II | | | 0137 720-07301 4.000 EACH| 1200.00000 4800.00| 1619.57000 6478.28| INLET TYPE HA | | | 0138 720-44000 10.000 EACH| 250.00000 2500.00| 657.95000 6579.50| CASTING, ADJUST TO GRADE | | | 0139 720-44296 1.000 EACH| 250.00000 250.00| 404.89000 404.89| CAP INLET | | | 0140 720-45030 1.000 EACH| 900.00000 900.00| 1417.13000 1417.13| INLET, E7 | | | 0141 720-45035 6.000 EACH| 900.00000 5400.00| 1619.57000 9717.42| INLET, F7 | | | 0142 720-45045 2.000 EACH| 1150.00000 2300.00| 1417.13000 2834.26| INLET, J10 | | | 0143 720-45090 1.000 EACH| 1150.00000 1150.00| 1619.57000 1619.57| INLET, UA | | | 0144 720-45095 1.000 EACH| 1150.00000 1150.00| 1619.57000 1619.57| INLET, WA | | | 0145 720-45270 3.000 EACH| 800.00000 2400.00| 1214.68000 3644.04| PIPE CATCH BASIN, 450 mm | | | 0146 720-45410 34.000 EACH| 1500.00000 51000.00| 1619.57000 55065.38| MANHOLE, C4 | | | 0147 720-93409 33.000 EACH| 1675.00000 55275.00| 2176.30000 71817.90| INLET, B15, MODIFIED | | | 0148 720-93411 1.000 EACH| 1500.00000 1500.00| 1822.02000 1822.02| INLET, C15, MODIFIED | | | 0149 720-94713 32.000 EACH| 2100.00000 67200.00| 2328.13000 74500.16| CATCH BASIN, C15, MODIFIED | | | 0150 720-95422 1.000 EACH| 2100.00000 2100.00| 1973.85000 1973.85| MANHOLE, J4 | | | 0151 720-98625 3.000 EACH| 1750.00000 5250.00| 2986.08000 8958.24| MANHOLE, C4, DROP | | | 0152 724-51925 61.600 m | 316.90000 19521.04| 293.55000 18082.68| STRUCTURAL EXPANSION JOINT, SS | | | 0153 728-98377 LUMP| 6619.00000 6619.00| 7725.00000 7725.00| MASONRY COATING , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 728-98377 LUMP| 20688.00000 20688.00| 22145.00000 22145.00| MASONRY COATING , STR. NO. 2 | | | 0155 731-93945 2195.000 m2 | 102.00000 223890.00| 154.50000 339127.50| FACE PANELS, CONCRETE | | | 0156 731-93946 2195.000 m2 | 115.45000 253412.75| 154.50000 339127.50| WALL ERECTION | | | 0157 731-93947 313.000 m | 99.00000 30987.00| 92.70000 29015.10| LEVELING PAD, CONCRETE | | | 0158 801-04308 7.000 EACH| 390.00000 2730.00| 566.50000 3965.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0159 801-06207 894.000 m | 2.95000 2637.30| 2.94000 2628.36| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0160 801-06577 10.000 m | 17.70000 177.00| 20.60000 206.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0161 801-06625 36.000 EACH| 59.00000 2124.00| 49.44000 1779.84| DETOUR ROUTE MARKER ASSEMBLY | | | 0162 801-06640 17.000 EACH| 195.00000 3315.00| 246.17000 4184.89| CONSTRUCTION SIGN, A | | | 0163 801-06775 LUMP| 51898.00000 51898.00| 439768.75000 439768.75| MAINTAINING TRAFFIC | | | 0164 801-07118 32.400 m | 85.00000 2754.00| 31.93000 1034.53| BARRICADE, III-A | | | 0165 801-07119 36.000 m | 91.00000 3276.00| 46.35000 1668.60| BARRICADE, III-B | | | 0166 801-94295 4.000 EACH| 250.00000 1000.00| 118.45000 473.80| SIGNAL HEAD, RELOCATE | | | 0167 802-04314 1.000 EACH| 1600.00000 1600.00| 412.00000 412.00| SIGN , RESIDENDIAL | | | 0168 802-05701 156.600 m | 29.00000 4541.40| 29.25000 4580.55| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0169 802-05702 85.200 m | 22.00000 1874.40| 22.15000 1887.18| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0170 802-07135 2.000 EACH| 1200.00000 2400.00| 1920.95000 3841.90| CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0171 802-76025 42.620 m2 | 110.00000 4688.20| 175.10000 7462.76| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 802-76035 26.307 m2 | 120.00000 3156.84| 139.05000 3657.99| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0173 802-76045 10.851 m2 | 127.00000 1378.08| 175.10000 1900.01| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0174 802-94494 1.000 EACH| 2300.00000 2300.00| 1941.55000 1941.55| SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0175 804-06770 1.000 EACH| 125.00000 125.00| 82.40000 82.40| DELINEATOR POST | | | 0176 805-01815 18.000 EACH| 1200.00000 21600.00| 1575.90000 28366.20| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0177 805-01842 38.000 EACH| 590.00000 22420.00| 684.95000 26028.10| HANDHOLE, SIGNAL | | | 0178 805-01844 1835.000 m | 25.00000 45875.00| 27.81000 51031.35| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0179 805-01879 5.000 EACH| 470.00000 2350.00| 515.00000 2575.00| SIGNAL SERVICE, INSTALL | | | 0180 805-02087 LUMP| 5400.00000 5400.00| 236.90000 236.90| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0181 805-02328 959.000 m | 0.70000 671.30| 0.38000 364.42| SIGNAL CABLE, 1C 14GA. | | | 0182 805-02373 923.000 m | 4.19000 3867.37| 5.67000 5233.41| INTERCONNECT CABLE, FIBER OPTIC | | | 0183 805-03793 5.000 EACH| 775.00000 3875.00| 849.75000 4248.75| DETECTOR CARD RACK AND DETECTOR MODULES | | | 0184 805-04782 4.000 EACH| 23774.00000 95096.00| 28016.00000 112064.00| VIDEO VEHICLE DETECTOR SYSTEM | | | 0185 805-06834 4.000 EACH| 10738.00000 42952.00| 10300.00000 41200.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0186 805-78106 1.000 EACH| 14200.00000 14200.00| 14317.00000 14317.00| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0187 805-78205 29.000 EACH| 627.00000 18183.00| 674.65000 19564.85| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0188 805-78215 4.000 EACH| 699.00000 2796.00| 757.05000 3028.20| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0189 805-78230 3.000 EACH| 1012.00000 3036.00| 1133.00000 3399.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0190 805-78415 19.000 EACH| 1300.00000 24700.00| 1277.20000 24266.80| SPAN, CATENARY, AND TETHER | | | 0191 805-78420 17.000 EACH| 180.00000 3060.00| 185.40000 3151.80| DISCONNECT HANGER | | | 0192 805-78467 75.000 m | 7.00000 525.00| 4.94000 370.50| SIGNAL CABLE, 3C 8GA. | | | 0193 805-78480 770.000 m | 2.50000 1925.00| 3.19000 2456.30| SIGNAL CABLE, 3C 14GA. | | | 0194 805-78485 552.000 m | 2.75000 1518.00| 3.61000 1992.72| SIGNAL CABLE, 5C 14GA. | | | 0195 805-78490 644.000 m | 3.00000 1932.00| 4.02000 2588.88| SIGNAL CABLE, 7C 14GA. | | | 0196 805-78510 1787.000 m | 2.25000 4020.75| 3.19000 5700.53| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0197 805-78785 10.000 EACH| 470.00000 4700.00| 484.10000 4841.00| SIGNAL DETECTOR HOUSING | | | 0198 805-78795 318.000 m | 28.00000 8904.00| 19.06000 6061.08| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0199 805-78925 5.000 EACH| 510.00000 2550.00| 674.65000 3373.25| CONTROLLER CABINET FOUNDATION, P1 | | | 0200 805-81032 2.000 EACH| 2600.00000 5200.00| 2111.50000 4223.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0201 805-81060 16.000 EACH| 2900.00000 46400.00| 2523.50000 40376.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0202 805-97114 770.000 m | 4.44000 3418.80| 1.91000 1470.70| CABLE, INTERCONNECT, 6 PAIR 19 | | | 0203 807-02784 9.000 EACH| 680.00000 6120.00| 618.00000 5562.00| LUMINAIRE MAST ARM, 6.1 m | | | 0204 807-02785 2.000 EACH| 700.00000 1400.00| 757.05000 1514.10| LUMINAIRE MAST ARM, 7.6 m | | | 0205 807-83668 1.000 EACH| 2244.00000 2244.00| 1323.55000 1323.55| LIGHT POLE, 11.0 m E.M.H., 6.1 m MAST | | | ARM, ANCHOR, BASE | | | 0206 808-03002 160.000 m | 1.65000 264.00| 1.24000 198.40| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0207 808-03631 797.000 m | 1.65000 1315.05| 1.24000 988.28| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0208 808-03632 520.000 m | 1.65000 858.00| 1.24000 644.80| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 808-06701 586.000 m | 0.79000 462.94| 0.83000 486.38| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0210 808-06703 4714.000 m | 0.79000 3724.06| 0.83000 3912.62| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0211 808-06713 705.000 m | 0.53000 373.65| 0.82000 578.10| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0212 808-06714 698.000 m | 0.53000 369.94| 0.82000 572.36| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0213 808-06800 33.000 m | 65.00000 2145.00| 30.39000 1002.87| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH LINE, 600 mm | | | 0214 808-74807 1.000 EACH| 145.00000 145.00| 154.50000 154.50| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0215 808-74808 1.000 EACH| 165.00000 165.00| 185.40000 185.40| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0216 808-75035 3.300 m | 7.50000 24.75| 20.60000 67.98| LINE, PAINT, SOLID, WHITE, 600 mm | | | 0217 808-75240 262.000 m | 0.79000 206.98| 0.83000 217.46| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0218 808-75245 5291.370 m | 0.79000 4180.18| 0.83000 4391.84| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0219 808-75278 140.000 m | 4.70000 658.00| 4.89000 684.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0220 808-75290 111.000 m | 9.30000 1032.30| 9.79000 1086.69| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0221 808-75297 256.000 m | 9.30000 2380.80| 9.79000 2506.24| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0222 808-75320 40.000 EACH| 49.00000 1960.00| 50.47000 2018.80| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0223 808-75325 40.000 EACH| 70.00000 2800.00| 69.01000 2760.40| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/19/04 PAGE : 500 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 15,105,470.97 ROUTE : COUNTY ROAD 17 CALL ORDER : 500 CONTRACT ID : R -27389-B COUNTIES : ELKHART LETTING DATE : 06/15/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-0918397 | |PRIMCO, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0224 808-75998 441.000 EACH| 17.00000 7497.00| 17.25000 7607.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0225 808-92027 1128.000 m | 3.25000 3666.00| 2.63000 2966.64| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0226 808-98000 238.000 m | 3.45000 821.10| 2.47000 587.86| LINE, EPOXY, SOLID, YELLOW, 200 mm | | | SECTION TOTALS | $ 14,246,369.05| $ 15,054,442.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,246,369.05| $ 15,054,442.75| ====================================================================================================================================