INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 101 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,566.58 ROUTE : 62 CALL ORDER : 101 CONTRACT ID : R -26130-B COUNTIES : VANDERBURGH LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0064031 0064031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2131982 J B I CONSTRUCTION INC. $ 1,766,799.63 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,784,000.00 100.9735% 3 35-1878024 RAGLE, INC. $ 1,881,140.09 106.4716% ==================================================================================================================================== |(1) 35-2131982 |(2) 35-2040801 |(3) 35-1878024 |J B I CONSTRUCTION INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 47000.00000 47000.00| 43800.00000 43800.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 86698.00000 86698.00| 84000.00000 84000.00| 89000.00000 89000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 38900.00000 38900.00| 46000.00000 46000.00| 26000.00000 26000.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 7645.000 m2 | 8.12000 62077.40| 9.00000 68805.00| 12.00000 91740.00 PAVEMENT REMOVAL | | | 0005 202-02273 230.000 m2 | 15.90000 3657.00| 18.00000 4140.00| 15.00000 3450.00 CENTER CURB, CONCRETE, REMOVE | | | 0006 202-02278 985.000 m | 9.35000 9209.75| 11.00000 10835.00| 12.00000 11820.00 CURB, CONCRETE, REMOVE | | | 0007 202-52710 880.000 m2 | 8.25000 7260.00| 9.00000 7920.00| 6.00000 5280.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-78515 LUMP| 10350.00000 10350.00| 12000.00000 12000.00| 10000.00000 10000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0009 202-94793 4.000 m | 60.00000 240.00| 64.00000 256.00| 150.00000 600.00 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0010 202-96035 16.000 m | 636.00000 10176.00| 435.00000 6960.00| 150.00000 2400.00 CONCRETE WALL, REMOVE , FLOODSILL | | | 0011 202-96035 33.000 m | 479.00000 15807.00| 335.00000 11055.00| 100.00000 3300.00 CONCRETE WALL, REMOVE , FLOODWALL | | | 0012 203-02000 2875.000 m3 | 16.00000 46000.00| 17.50000 50312.50| 25.00000 71875.00 EXCAVATION, COMMON | | | 0013 205-06933 11.000 EACH| 47.25000 519.75| 50.00000 550.00| 100.00000 1100.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 590.000 m | 4.40000 2596.00| 5.00000 2950.00| 3.50000 2065.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 101 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,566.58 ROUTE : 62 CALL ORDER : 101 CONTRACT ID : R -26130-B COUNTIES : VANDERBURGH LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-2040801 |(3) 35-1878024 |J B I CONSTRUCTION INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-07499 8378.000 m2 | 7.69000 64426.82| 9.00000 75402.00| 5.00000 41890.00 SUBGRADE TREATMENT, TYPE B | | | 0016 211-07454 1111.000 m3 | 48.32000 53683.52| 55.00000 61105.00| 50.00000 55550.00 STRUCTURE BACKFILL , AGREGATE 11 | | | 0017 301-07448 42.000 Mg | 34.20000 1436.40| 40.00000 1680.00| 42.00000 1764.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 302-06464 1492.000 m3 | 47.40000 70720.80| 62.50000 93250.00| 65.00000 96980.00 SUBBASE FOR PCCP | | | 0019 303-01180 333.000 Mg | 32.25000 10739.25| 38.00000 12654.00| 25.00000 8325.00 COMPACTED AGGREGATE, NO. 53 | | | 0020 305-07468 14.000 m2 | 60.00000 840.00| 70.00000 980.00| 85.00000 1190.00 PCC BASE PATCHING, 300 mm | | | 0021 402-07434 156.000 Mg | 106.05000 16543.80| 110.00000 17160.00| 101.00000 15756.00 HMA SURFACE, TYPE C | | | 0022 402-07439 267.000 Mg | 58.80000 15699.60| 80.00000 21360.00| 90.00000 24030.00 HMA INTERMEDIATE, TYPE C | | | 0023 406-05520 1.000 Mg | 283.50000 283.50| 310.00000 310.00| 270.00000 270.00 ASPHALT FOR TACK COAT | | | 0024 501-06727 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3000.00000 3000.00 CORING, PCCP | | | 0025 502-06329 8378.000 m2 | 72.86000 610421.08| 65.00000 544570.00| 71.30000 597351.40 PCCP, 300 mm , HIGH EARLY STRENGTH | | | 0026 503-03489 495.000 EACH| 5.42000 2682.90| 10.00000 4950.00| 12.00000 5940.00 RETROFITTED TIE BARS | | | 0027 503-05240 1467.000 m | 30.18000 44274.06| 30.00000 44010.00| 26.50000 38875.50 D-1 CONTRACTION JOINT | | | 0028 604-06069 61.000 m2 | 109.00000 6649.00| 75.00000 4575.00| 99.00000 6039.00 CURB RAMP, CONCRETE | | | 0029 604-91531 746.000 m2 | 26.95000 20104.70| 30.00000 22380.00| 24.50000 18277.00 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-06100 880.000 m | 23.46000 20644.80| 22.00000 19360.00| 26.50000 23320.00 CURB, INTEGRAL, C, CONCRETE | | | 0031 605-06250 251.000 m2 | 65.00000 16315.00| 80.00000 20080.00| 65.00000 16315.00 CENTER CURB, C, CONCRETE | | | 0032 611-95728 116.000 m2 | 42.90000 4976.40| 40.00000 4640.00| 39.00000 4524.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0033 615-06515 14.000 EACH| 178.50000 2499.00| 175.00000 2450.00| 145.00000 2030.00 MONUMENT, D | | | 0034 615-06535 1.000 EACH| 100.00000 100.00| 550.00000 550.00| 225.00000 225.00 BENCH MARK POST, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 101 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,566.58 ROUTE : 62 CALL ORDER : 101 CONTRACT ID : R -26130-B COUNTIES : VANDERBURGH LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-2040801 |(3) 35-1878024 |J B I CONSTRUCTION INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06575 690.000 m2 | 3.65000 2518.50| 3.50000 2415.00| 10.00000 6900.00 SODDING, NURSERY | | | 0036 702-51863 24.000 EACH| 21.43000 514.32| 13.00000 312.00| 10.00000 240.00 FIELD DRILLED HOLE IN CONCRETE | | | 0037 702-90915 43.000 m3 | 1904.31000 81885.33| 775.00000 33325.00| 1200.00000 51600.00 CONCRETE, A | | | 0038 703-51030 445.000 kg | 1.50000 667.50| 3.50000 1557.50| 2.15000 956.75 REINFORCING STEEL | | | 0039 703-51032 1703.000 kg | 3.26000 5551.78| 3.50000 5960.50| 2.25000 3831.75 REINFORCING STEEL, EPOXY COATED | | | 0040 715-05048 470.000 m | 8.80000 4136.00| 20.00000 9400.00| 20.00000 9400.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0041 715-05151 86.000 m | 206.10000 17724.60| 210.00000 18060.00| 350.00000 30100.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 219.000 m | 244.00000 53436.00| 250.00000 54750.00| 370.00000 81030.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 718-52610 106.000 m3 | 47.55000 5040.30| 55.00000 5830.00| 50.00000 5300.00 AGGREGATE FOR UNDERDRAINS | | | 0044 718-99153 1928.000 m2 | 2.55000 4916.40| 2.50000 4820.00| 2.50000 4820.00 GEOTEXTILES FOR UNDERDRAIN | | | 0045 720-44000 12.000 EACH| 500.00000 6000.00| 585.00000 7020.00| 500.00000 6000.00 CASTING, ADJUST TO GRADE | | | 0046 720-44015 2.000 EACH| 976.00000 1952.00| 1150.00000 2300.00| 1000.00000 2000.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0047 720-44025 2.000 EACH| 768.00000 1536.00| 900.00000 1800.00| 1000.00000 2000.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0048 720-44296 6.000 EACH| 600.00000 3600.00| 700.00000 4200.00| 750.00000 4500.00 CAP INLET | | | 0049 720-45045 1.000 EACH| 3056.00000 3056.00| 3500.00000 3500.00| 3000.00000 3000.00 INLET, J10 | | | 0050 720-45240 5.000 EACH| 3775.00000 18875.00| 4000.00000 20000.00| 4000.00000 20000.00 CATCH BASIN, J10 | | | 0051 720-45360 1.000 EACH| 2370.00000 2370.00| 2750.00000 2750.00| 2500.00000 2500.00 PIPE CATCH BASIN, 300 mm, MODIFIED | | | 0052 720-45410 3.000 EACH| 3102.50000 9307.50| 3200.00000 9600.00| 3500.00000 10500.00 MANHOLE, C4 | | | 0053 720-98687 1.000 EACH| 4558.00000 4558.00| 4750.00000 4750.00| 3800.00000 3800.00 CATCH BASIN, M10 | | | 0054 801-01093 2.000 EACH| 1397.25000 2794.50| 1100.00000 2200.00| 1350.00000 2700.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 101 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,566.58 ROUTE : 62 CALL ORDER : 101 CONTRACT ID : R -26130-B COUNTIES : VANDERBURGH LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-2040801 |(3) 35-1878024 |J B I CONSTRUCTION INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06203 1315.000 m | 1.55000 2038.25| 1.00000 1315.00| 0.79000 1038.85 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0056 801-06207 14521.000 m | 2.81000 40804.01| 3.50000 50823.50| 3.00000 43563.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0057 801-06640 33.000 EACH| 164.60000 5431.80| 100.00000 3300.00| 110.00000 3630.00 CONSTRUCTION SIGN, A | | | 0058 801-06645 13.000 EACH| 62.10000 807.30| 55.00000 715.00| 50.00000 650.00 CONSTRUCTION SIGN, B | | | 0059 801-06710 1568.000 DAY | 10.35000 16228.80| 14.00000 21952.00| 16.00000 25088.00 FLASHING ARROW SIGN | | | 0060 801-06775 LUMP| 25150.50000 25150.50| 35000.00000 35000.00| 80000.00000 80000.00 MAINTAINING TRAFFIC | | | 0061 801-07119 18.000 m | 61.07000 1099.26| 50.00000 900.00| 69.45000 1250.10 BARRICADE, III-B | | | 0062 802-76025 10.000 m2 | 161.46000 1614.60| 180.00000 1800.00| 156.00000 1560.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 3.000 m2 | 186.30000 558.90| 195.00000 585.00| 180.00000 540.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76045 4.000 m2 | 173.88000 695.52| 190.00000 760.00| 168.00000 672.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0065 805-01815 4.000 EACH| 1707.75000 6831.00| 1850.00000 7400.00| 1650.00000 6600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0066 805-01842 9.000 EACH| 646.85000 5821.65| 650.00000 5850.00| 624.00000 5616.00 HANDHOLE, SIGNAL | | | 0067 805-01844 271.000 m | 49.70000 13468.70| 50.00000 13550.00| 48.00000 13008.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0068 805-01893 LUMP| 4657.50000 4657.50| 4800.00000 4800.00| 4500.00000 4500.00 MAINTAINING TRAFFIC SIGNAL | | | 0069 805-02087 LUMP| 414.00000 414.00| 450.00000 450.00| 400.00000 400.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0070 805-02202 4.000 EACH| 647.00000 2588.00| 650.00000 2600.00| 625.00000 2500.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0071 805-02729 48.000 m | 2.60000 124.80| 3.00000 144.00| 2.50000 120.00 SIGNAL CABLE, REINSTALL | | | 0072 805-06592 466.000 m | 49.70000 23160.20| 50.00000 23300.00| 48.00000 22368.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 101 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,566.58 ROUTE : 62 CALL ORDER : 101 CONTRACT ID : R -26130-B COUNTIES : VANDERBURGH LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-2040801 |(3) 35-1878024 |J B I CONSTRUCTION INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 805-06834 1.000 EACH| 10892.00000 10892.00| 11948.50000 11948.50| 10524.00000 10524.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0074 805-78205 6.000 EACH| 559.00000 3354.00| 625.00000 3750.00| 540.00000 3240.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0075 805-78215 6.000 EACH| 571.00000 3426.00| 650.00000 3900.00| 552.00000 3312.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0076 805-78230 4.000 EACH| 888.00000 3552.00| 1000.00000 4000.00| 858.00000 3432.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0077 805-78415 4.000 EACH| 1294.00000 5176.00| 1450.00000 5800.00| 1250.00000 5000.00 SPAN, CATENARY, AND TETHER | | | 0078 805-78420 4.000 EACH| 233.00000 932.00| 250.00000 1000.00| 225.00000 900.00 DISCONNECT HANGER | | | 0079 805-78445 1.000 EACH| 465.75000 465.75| 450.00000 450.00| 450.00000 450.00 SIGNAL SERVICE | | | 0080 805-78467 23.000 m | 5.18000 119.14| 6.00000 138.00| 5.00000 115.00 SIGNAL CABLE, 3C 8GA. | | | 0081 805-78470 374.000 m | 1.04000 388.96| 1.00000 374.00| 1.00000 374.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0082 805-78485 442.000 m | 3.42000 1511.64| 3.50000 1547.00| 3.30000 1458.60 SIGNAL CABLE, 5C 14GA. | | | 0083 805-78490 280.000 m | 3.60000 1008.00| 4.00000 1120.00| 3.48000 974.40 SIGNAL CABLE, 7C 14GA. | | | 0084 805-78510 1855.000 m | 2.38000 4414.90| 2.50000 4637.50| 2.30000 4266.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0085 805-78746 424.000 m | 34.80000 14755.20| 40.00000 16960.00| 33.60000 14246.40 PREFORMED LOOP DETECTORS | | | 0086 805-78785 6.000 EACH| 465.75000 2794.50| 550.00000 3300.00| 450.00000 2700.00 SIGNAL DETECTOR HOUSING | | | 0087 805-78795 645.000 m | 10.35000 6675.75| 11.00000 7095.00| 10.00000 6450.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0088 805-78925 1.000 EACH| 770.05000 770.05| 800.00000 800.00| 744.00000 744.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0089 805-81032 4.000 EACH| 2794.50000 11178.00| 3200.00000 12800.00| 2700.00000 10800.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0090 805-92504 9.000 EACH| 227.70000 2049.30| 265.00000 2385.00| 220.00000 1980.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0091 805-93755 1.000 EACH| 621.00000 621.00| 725.00000 725.00| 600.00000 600.00 SIGNAL POLE, WOOD, 5, 9.2 m WITH DOWN | | | GUY AND ANCHOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 101 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,566.58 ROUTE : 62 CALL ORDER : 101 CONTRACT ID : R -26130-B COUNTIES : VANDERBURGH LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2131982 |(2) 35-2040801 |(3) 35-1878024 |J B I CONSTRUCTION INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 805-97114 42.000 m | 5.20000 218.40| 6.00000 252.00| 5.00000 210.00 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0093 807-04779 8.000 EACH| 558.90000 4471.20| 645.00000 5160.00| 540.00000 4320.00 CONCRETE FOUNDATION WITH GROUNDING | | | 0094 808-03002 557.000 m | 2.59000 1442.63| 3.00000 1671.00| 2.50000 1392.50 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0095 808-03631 484.000 m | 2.59000 1253.56| 3.00000 1452.00| 2.50000 1210.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0096 808-05534 42.000 m | 5.18000 217.56| 6.00000 252.00| 5.00000 210.00 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0097 808-06194 22.000 m | 21.90000 481.80| 25.00000 550.00| 21.16000 465.52 LINE, EPOXY, SOLID, WHITE, 300 mm | | | 0098 808-06716 222.000 m | 3.83000 850.26| 3.00000 666.00| 2.50000 555.00 LINE, REMOVE | | | 0099 808-06848 17.000 m | 37.26000 633.42| 42.00000 714.00| 35.00000 595.00 LINE, EPOXY, DOTTED, WHITE, 100 mm, | | | 600m LINE, 1200 mm GAP | | | 0100 808-06849 14.000 m | 36.23000 507.22| 42.00000 588.00| 35.00000 490.00 LINE, EPOXY, DOTTED, YELLOW, 100 mm, | | | 600 mm LINE, 1200 mm GAP | | | 0101 808-07310 6.000 m | 21.90000 131.40| 25.00000 150.00| 21.16000 126.96 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | YELLOW, CROSSHATCH, 300 mm | | | 0102 808-74805 74.000 m | 43.79000 3240.46| 51.00000 3774.00| 42.31000 3130.94 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0103 808-74807 15.000 EACH| 134.55000 2018.25| 155.00000 2325.00| 130.00000 1950.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0104 808-74808 15.000 EACH| 193.55000 2903.25| 220.00000 3300.00| 187.00000 2805.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0105 808-94455 282.000 m | 10.93000 3082.26| 12.50000 3525.00| 10.56000 2977.92 TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0106 808-98000 154.000 m | 5.18000 797.72| 5.50000 847.00| 5.00000 770.00 LINE, EPOXY, SOLID, YELLOW, 200 mm | | | SECTION TOTALS | $ 1,766,799.63| $ 1,784,000.00| $ 1,881,140.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,766,799.63| $ 1,784,000.00| $ 1,881,140.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 04/30/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0744125 0744125 0744125 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,981,600.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 7,999,111.60 100.2193% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 8,245,291.13 103.3037% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 8,375,885.10 104.9399% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REST AREA MODERNIZATION, EASTBOUND AND WESTBOUND | | | 0001 105-06845 LUMP| 102000.00000 102000.00| 75000.00000 75000.00| 113188.00000 113188.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1900.00000 45600.00| 1525.00000 36600.00| 1472.00000 35328.00 FIELD OFFICE, B | | | 0003 108-01614 LUMP| 8000.00000 8000.00| 10500.00000 10500.00| 24020.00000 24020.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 395000.00000 395000.00| 399950.00000 399950.00| 412000.00000 412000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 110000.00000 110000.00| 306203.00000 306203.00| 174000.00000 174000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 6957.000 m2 | 4.75000 33045.75| 5.75000 40002.75| 9.16000 63726.12 PAVEMENT REMOVAL | | | 0007 202-02274 484.000 m | 19.50000 9438.00| 13.00000 6292.00| 19.56000 9467.04 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-02278 579.000 m | 8.00000 4632.00| 6.00000 3474.00| 28.00000 16212.00 CURB, CONCRETE, REMOVE | | | 0009 202-03000 LUMP| 21000.00000 21000.00| 15250.00000 15250.00| 17659.00000 17659.00 HOUSES AND BUILDINGS, REMOVE , EASTBOUND| | | 0010 202-03000 LUMP| 20400.00000 20400.00| 9500.00000 9500.00| 18071.00000 18071.00 HOUSES AND BUILDINGS, REMOVE , WESTBOUND| | | 0011 202-52710 744.000 m2 | 4.30000 3199.20| 5.50000 4092.00| 12.06000 8972.64 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-74040 11.000 EACH| 394.00000 4334.00| 400.00000 4400.00| 386.00000 4246.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-91840 4664.000 m | 5.10000 23786.40| 5.75000 26818.00| 4.78000 22293.92 FENCE, CHAIN LINK, REMOVE | | | 0014 202-93763 33.000 EACH| 418.00000 13794.00| 450.00000 14850.00| 257.00000 8481.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0015 202-95579 2.000 EACH| 201.00000 402.00| 200.00000 400.00| 302.00000 604.00 SERVICE POINT, REMOVE | | | 0016 203-02000 14843.000 m3 | 12.00000 178116.00| 6.85000 101674.55| 10.68000 158523.24 EXCAVATION, COMMON | | | 0017 203-02070 39425.000 m3 | 8.20000 323285.00| 8.85000 348911.25| 11.50000 453387.50 BORROW | | | 0018 205-06931 66.000 Mg | 70.00000 4620.00| 72.00000 4752.00| 37.00000 2442.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06937 1245.000 m | 6.20000 7719.00| 5.00000 6225.00| 4.80000 5976.00 TEMPORARY SILT FENCE | | | 0020 207-07498 48467.000 m2 | 3.90000 189021.30| 0.60000 29080.20| 3.95000 191444.65 SUBGRADE TREATMENT, TYPE A | | | 0021 210-05758 LUMP| 107000.00000 107000.00| 108000.00000 108000.00| 147608.00000 147608.00 BUILDING , SHELTER HOUSE, EASTBOUND | | | 0023 210-05758 LUMP| 32600.00000 32600.00| 32500.00000 32500.00| 54953.00000 54953.00 BUILDING , VENDOR SHELTER, EASTBOUND | | | 0024 210-05758 LUMP| 32600.00000 32600.00| 32500.00000 32500.00| 54953.00000 54953.00 BUILDING , VENDOR SHELTER, WESTBOUND | | | 0025 210-05758 LUMP| 635000.00000 635000.00| 630000.00000 630000.00| 610487.00000 610487.00 BUILDING , WELCOME CENTER, EASTBOUND | | | 0026 210-05758 LUMP| 636000.00000 636000.00| 630000.00000 630000.00| 610487.00000 610487.00 BUILDING , WELCOME CENTER, WESTBOUND | | | 0027 211-07454 1248.000 m3 | 17.00000 21216.00| 28.00000 34944.00| 30.82000 38463.36 STRUCTURE BACKFILL | | | 0028 212-06281 9460.000 m3 | 7.60000 71896.00| 3.00000 28380.00| 7.35000 69531.00 STOCKPILED SELECTED MATERIAL | | | 0029 212-06282 2120.000 m3 | 10.50000 22260.00| 3.75000 7950.00| 14.45000 30634.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0030 214-05861 9061.000 m3 | 10.50000 95140.50| 5.65000 51194.65| 8.55000 77471.55 EXCAVATION FOR DETENTION POND | | | 0031 302-06464 7271.000 m3 | 45.00000 327195.00| 50.00000 363550.00| 37.49000 272589.79 SUBBASE FOR PCCP | | | 0032 303-01180 22150.000 Mg | 17.50000 387625.00| 14.75000 326712.50| 16.96000 375664.00 COMPACTED AGGREGATE, NO. 53 | | | 0033 306-08043 10787.000 m2 | 0.90000 9708.30| 1.50000 16180.50| 1.29000 13915.23 MILLING, TRANSITION | | | 0034 401-07335 1551.000 Mg | 57.75000 89570.25| 60.00000 93060.00| 64.25000 99651.75 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07404 935.000 Mg | 38.50000 35997.50| 40.00000 37400.00| 48.50000 45347.50 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07409 2984.000 Mg | 35.00000 104440.00| 36.50000 108916.00| 41.00000 122344.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0037 501-06325 40655.000 m2 | 41.11000 1671327.05| 44.00000 1788820.00| 41.11000 1671327.05 QC/QA-PCCP, 350 mm | | | 0038 502-06999 65.000 m2 | 41.11000 2672.15| 65.00000 4225.00| 41.11000 2672.15 PCCP, 200 mm | | | 0039 503-05240 6268.000 m | 28.20000 176757.60| 26.50000 166102.00| 27.64000 173247.52 D-1 CONTRACTION JOINT | | | 0040 602-06639 452.000 m | 78.00000 35256.00| 60.00000 27120.00| 68.82000 31106.64 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0041 602-06646 2192.000 m | 71.00000 155632.00| 57.00000 124944.00| 68.77000 150743.84 TEMPORARY CONCRETE BARRIER | | | 0042 603-06045 1062.000 m | 25.50000 27081.00| 32.00000 33984.00| 25.00000 26550.00 FENCE, CHAIN LINK, 1220 mm | | | 0043 604-06070 1960.000 m2 | 36.20000 70952.00| 29.00000 56840.00| 32.25000 63210.00 SIDEWALK, CONCRETE | | | 0044 604-07894 47.000 m2 | 112.00000 5264.00| 80.00000 3760.00| 115.00000 5405.00 CURB RAMP, CONCRETE, A | | | 0045 605-06100 1213.000 m | 30.00000 36390.00| 42.25000 51249.25| 29.53000 35819.89 CURB, INTEGRAL, C, CONCRETE | | | 0046 605-06120 594.000 m | 61.00000 36234.00| 65.00000 38610.00| 33.00000 19602.00 CURB, CONCRETE | | | 0047 605-94811 3.000 EACH| 815.00000 2445.00| 750.00000 2250.00| 450.00000 1350.00 CURB TURNOUT | | | 0048 616-06405 382.000 Mg | 32.00000 12224.00| 25.50000 9741.00| 20.33000 7766.06 RIPRAP, REVETMENT | | | 0049 616-96249 641.000 m2 | 3.00000 1923.00| 2.50000 1602.50| 2.50000 1602.50 GEOTEXTILE DITCH LINER | | | 0050 621-01004 2.000 EACH| 625.00000 1250.00| 625.00000 1250.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-02356 127.000 kg | 68.20000 8661.40| 70.00000 8890.00| 145.00000 18415.00 SEEDING, WETLAND | | | 0052 621-06545 2.000 Mg | 535.00000 1070.00| 550.00000 1100.00| 370.00000 740.00 FERTILIZER | | | 0053 621-06554 352.000 kg | 6.00000 2112.00| 6.20000 2182.40| 7.48000 2632.96 SEED MIXTURE, U | | | 0054 621-06557 33.000 kg | 4.30000 141.90| 4.45000 146.85| 6.63000 218.79 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06565 11.000 Mg | 408.00000 4488.00| 420.00000 4620.00| 466.00000 5126.00 MULCHING MATERIAL | | | 0056 621-06575 27675.000 m2 | 3.50000 96862.50| 4.15000 114851.25| 2.90000 80257.50 SODDING, NURSERY | | | 0057 622-02564 LUMP| 64800.00000 64800.00| 66500.00000 66500.00| 85800.00000 85800.00 LANDSCAPING , EASTBOUND | | | 0058 622-02564 LUMP| 85400.00000 85400.00| 87500.00000 87500.00| 91363.00000 91363.00 LANDSCAPING , WESTBOUND | | | 0059 622-05648 1900.000 EACH| 4.20000 7980.00| 4.25000 8075.00| 4.75000 9025.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0060 707-99085 2.000 EACH| 2000.00000 4000.00| 4000.00000 8000.00| 1550.00000 3100.00 FLAG POLE | | | 0061 711-98751 LUMP| 72600.00000 72600.00| 80000.00000 80000.00| 71083.00000 71083.00 BUILDING, MECHANICAL , EASTBOUND | | | 0062 711-98751 LUMP| 72700.00000 72700.00| 80000.00000 80000.00| 71083.00000 71083.00 BUILDING, MECHANICAL , WESTBOUND | | | 0063 715-05048 3172.000 m | 9.95000 31561.40| 11.75000 37271.00| 10.22000 32417.84 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05053 364.000 m | 38.60000 14050.40| 41.00000 14924.00| 40.90000 14887.60 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0065 715-05121 57.000 m | 102.00000 5814.00| 86.00000 4902.00| 79.75000 4545.75 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0066 715-05123 64.000 m | 128.00000 8192.00| 120.00000 7680.00| 116.82000 7476.48 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0067 715-05151 283.000 m | 92.00000 26036.00| 70.00000 19810.00| 91.93000 26016.19 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 210.000 m | 95.00000 19950.00| 85.00000 17850.00| 87.00000 18270.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05154 85.000 m | 122.00000 10370.00| 110.00000 9350.00| 128.00000 10880.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0070 715-05169 20.000 m | 95.00000 1900.00| 95.00000 1900.00| 144.00000 2880.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-06507 2.000 m | 175.00000 350.00| 500.00000 1000.00| 150.00000 300.00 PIPE, RCP, II, D0.3=60, 450 mm | | | 0072 715-46005 5.000 EACH| 300.00000 1500.00| 215.00000 1075.00| 458.00000 2290.00 PIPE END SECTION, 375 mm | | | 0073 715-46010 6.000 EACH| 302.00000 1812.00| 250.00000 1500.00| 495.00000 2970.00 PIPE END SECTION, 450 mm | | | 0074 715-46020 6.000 EACH| 375.00000 2250.00| 400.00000 2400.00| 756.00000 4536.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-90052 LUMP| 60000.00000 60000.00| 40000.00000 40000.00| 21458.00000 21458.00 LIFT STATION , MODIFICATION, EASTBOUND | | | 0076 718-06528 41.000 EACH| 396.00000 16236.00| 475.00000 19475.00| 450.00000 18450.00 OUTLET PROTECTOR, 1 | | | 0077 718-06532 2000.000 m | 3.30000 6600.00| 3.25000 6500.00| 3.00000 6000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 1223.000 m3 | 36.55000 44700.65| 39.50000 48308.50| 28.81000 35234.63 AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 6897.000 m2 | 1.70000 11724.90| 1.15000 7931.55| 2.30000 15863.10 GEOTEXTILES FOR UNDERDRAIN | | | 0080 719-03975 LUMP| 114000.00000 114000.00| 125500.00000 125500.00| 111716.00000 111716.00 BUILDING PLUMBING , EASTBOUND | | | 0081 719-03975 LUMP| 115000.00000 115000.00| 125500.00000 125500.00| 111716.00000 111716.00 BUILDING PLUMBING , WESTBOUND | | | 0082 720-45410 4.000 EACH| 2100.00000 8400.00| 1700.00000 6800.00| 2295.00000 9180.00 MANHOLE, C4 | | | 0083 720-93411 2.000 EACH| 2200.00000 4400.00| 1925.00000 3850.00| 3583.00000 7166.00 INLET, C15, MODIFIED | | | 0084 720-98174 4.000 EACH| 2222.00000 8888.00| 1850.00000 7400.00| 3527.00000 14108.00 INLET, B15 | | | 0085 720-98555 6.000 EACH| 2245.00000 13470.00| 1700.00000 10200.00| 2782.00000 16692.00 INLET, C15 | | | 0086 732-04596 1.000 EACH| 21000.00000 21000.00| 35000.00000 35000.00| 17462.00000 17462.00 WATER SERVICE LINE | | | 0087 801-04944 1.000 EACH| 31800.00000 31800.00| 32500.00000 32500.00| 37000.00000 37000.00 HIGHWAY ADVISORY RADIO STATION , | | | EASTBOUND | | | 0088 801-04944 1.000 EACH| 31950.00000 31950.00| 32500.00000 32500.00| 37000.00000 37000.00 HIGHWAY ADVISORY RADIO STATION , | | | WESTBOUND | | | 0089 801-06207 9846.000 m | 3.05000 30030.30| 2.50000 24615.00| 2.36000 23236.56 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0090 801-06640 14.000 EACH| 350.00000 4900.00| 215.00000 3010.00| 205.00000 2870.00 CONSTRUCTION SIGN, A | | | 0091 801-06645 2.000 EACH| 87.00000 174.00| 55.00000 110.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0092 801-06710 180.000 DAY | 24.00000 4320.00| 21.50000 3870.00| 10.00000 1800.00 FLASHING ARROW SIGN | | | 0093 801-06775 LUMP| 37435.21000 37435.21| 50000.00000 50000.00| 76251.00000 76251.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 802-76035 26.000 m2 | 102.00000 2652.00| 105.00000 2730.00| 160.00000 4160.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0099 802-76095 2577.000 kg | 4.30000 11081.10| 4.25000 10952.25| 4.85000 12498.45 STRUCTURAL STEEL, BREAKAWAY | | | 0100 805-06592 60.000 m | 51.00000 3060.00| 52.00000 3120.00| 66.00000 3960.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0101 805-86810 2.000 EACH| 3525.00000 7050.00| 3700.00000 7400.00| 3000.00000 6000.00 SERVICE POINT, II | | | 0102 805-86820 22.000 EACH| 710.00000 15620.00| 725.00000 15950.00| 850.00000 18700.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0103 805-86889 750.000 m | 1.51000 1132.50| 1.60000 1200.00| 0.75000 562.50 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0104 805-86920 40.000 EACH| 9.10000 364.00| 9.50000 380.00| 13.00000 520.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0105 805-86925 8.000 EACH| 31.50000 252.00| 31.50000 252.00| 17.00000 136.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0106 805-86930 34.000 EACH| 9.10000 309.40| 9.50000 323.00| 11.40000 387.60 INSULATING LINK, NOT WATERPROOFED | | | 0107 805-86935 8.000 EACH| 31.00000 248.00| 31.50000 252.00| 13.00000 104.00 INSULATING LINK, WATERPROOFED | | | 0108 805-86955 11.000 EACH| 64.00000 704.00| 65.00000 715.00| 120.00000 1320.00 CABLE DUCT MARKER | | | 0109 805-98335 3100.000 m | 15.80000 48980.00| 16.25000 50375.00| 15.80000 48980.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0110 805-98336 60.000 m | 15.80000 948.00| 16.25000 975.00| 25.00000 1500.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0111 807-03694 LUMP| 123000.00000 123000.00| 135000.00000 135000.00| 122841.00000 122841.00 BUILDING ELECTRICAL , EASTBOUND | | | 0112 807-03694 LUMP| 118000.00000 118000.00| 130000.00000 130000.00| 117841.00000 117841.00 BUILDING ELECTRICAL , WESTBOUND | | | 0113 807-04309 1.000 EACH| 2250.00000 2250.00| 2500.00000 2500.00| 2180.00000 2180.00 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0114 807-04866 2.000 EACH| 495.00000 990.00| 500.00000 1000.00| 780.00000 1560.00 LUMINAIRE , MERCURY VAPOR, WITH GLARE | | | SHIELD, 250 WATT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 807-78590 2.000 EACH| 680.00000 1360.00| 700.00000 1400.00| 650.00000 1300.00 HANDHOLE | | | 0116 807-82400 4.000 EACH| 16900.00000 67600.00| 17750.00000 71000.00| 17600.00000 70400.00 LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0117 807-84804 22.000 EACH| 1390.00000 30580.00| 1450.00000 31900.00| 1290.00000 28380.00 LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0118 807-86620 22.000 EACH| 232.00000 5104.00| 250.00000 5500.00| 163.00000 3586.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0119 807-86665 12.000 EACH| 620.00000 7440.00| 625.00000 7500.00| 570.00000 6840.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0120 807-86830 4.000 EACH| 4950.00000 19800.00| 6125.00000 24500.00| 8300.00000 33200.00 CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0121 807-86910 22.000 EACH| 30.00000 660.00| 31.50000 693.00| 29.00000 638.00 CONNECTOR KIT, UNFUSED | | | 0122 807-86915 22.000 EACH| 31.00000 682.00| 31.50000 693.00| 30.00000 660.00 CONNECTOR KIT, FUSED | | | 0123 807-86950 28.000 EACH| 25.30000 708.40| 26.25000 735.00| 29.00000 812.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0124 808-03631 1555.000 m | 1.54000 2394.70| 1.25000 1943.75| 1.18000 1834.90 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0125 808-03632 1221.000 m | 1.54000 1880.34| 1.25000 1526.25| 1.18000 1440.78 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0126 808-05534 1527.000 m | 3.00000 4581.00| 2.50000 3817.50| 2.36000 3603.72 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0127 808-06194 384.000 m | 4.70000 1804.80| 13.50000 5184.00| 13.00000 4992.00 LINE, EPOXY, SOLID, WHITE, 300 mm | | | 0128 808-06702 126.000 m | 3.15000 396.90| 1.25000 157.50| 1.15000 144.90 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0129 808-06703 1432.000 m | 1.18000 1689.76| 1.25000 1790.00| 1.15000 1646.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0130 808-06713 936.000 m | 0.64000 599.04| 1.75000 1638.00| 1.70000 1591.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0131 808-06714 25.000 m | 1.50000 37.50| 1.75000 43.75| 1.70000 42.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0132 808-06716 4104.000 m | 1.00000 4104.00| 1.00000 4104.00| 0.95000 3898.80 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1128289 |(3) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 808-07591 92.000 m | 23.20000 2134.40| 27.25000 2507.00| 26.00000 2392.00 LINE, EPOXY, SOLID, WHITE, 600 mm | | | 0134 808-07592 2287.000 m | 2.00000 4574.00| 1.50000 3430.50| 1.48000 3384.76 LINE, EPOXY, SOLID, WHITE, 125 mm | | | 0135 808-74804 354.000 m | 2.30000 814.20| 6.75000 2389.50| 6.50000 2301.00 LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0136 808-95933 1316.000 m | 0.85000 1118.60| 2.15000 2829.40| 2.00000 2632.00 CURB PAINTING, YELLOW | | | 0137 808-97222 12.000 EACH| 46.00000 552.00| 125.00000 1500.00| 120.00000 1440.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0138 105-06657 24.000 MOS | 68.00000 1632.00| 125.00000 3000.00| 99.79000 2394.96 PHONE, CELLULAR , NO. 1 | | | 0139 105-06657 24.000 MOS | 68.00000 1632.00| 125.00000 3000.00| 99.79000 2394.96 PHONE, CELLULAR , NO. 2 | | | 0140 105-06657 24.000 MOS | 68.00000 1632.00| 125.00000 3000.00| 99.79000 2394.96 PHONE, CELLULAR , NO. 3 | | | 0141 802-07137 8.000 EACH| 278.00000 2224.00| 285.00000 2280.00| 248.00000 1984.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0142 802-07138 2.000 EACH| 278.00000 556.00| 300.00000 600.00| 248.00000 496.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0143 802-07151 18.000 EACH| 285.00000 5130.00| 300.00000 5400.00| 248.00000 4464.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0144 802-76015 85.000 m2 | 150.00000 12750.00| 155.00000 13175.00| 156.00000 13260.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0145 802-76025 10.000 m2 | 158.00000 1580.00| 165.00000 1650.00| 160.00000 1600.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0146 802-76035 27.000 m2 | 121.00000 3267.00| 125.00000 3375.00| 160.00000 4320.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0147 802-76055 126.000 m | 10.10000 1272.60| 10.50000 1323.00| 24.00000 3024.00 SIGN POST, A | | | 0148 802-76065 141.000 m | 14.10000 1988.10| 14.50000 2044.50| 24.00000 3384.00 SIGN POST, B | | | SECTION TOTALS | $ 7,981,600.00| $ 7,999,111.60| $ 8,245,291.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,981,600.00| $ 7,999,111.60| $ 8,245,291.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REST AREA MODERNIZATION, EASTBOUND AND WESTBOUND | | | 0001 105-06845 LUMP| 87000.00000 87000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1100.00000 26400.00| | FIELD OFFICE, B | | | 0003 108-01614 LUMP| 19300.00000 19300.00| | PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 409000.00000 409000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 93000.00000 93000.00| | CLEARING RIGHT OF WAY | | | 0006 202-02240 6957.000 m2 | 8.40000 58438.80| | PAVEMENT REMOVAL | | | 0007 202-02274 484.000 m | 14.00000 6776.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-02278 579.000 m | 14.00000 8106.00| | CURB, CONCRETE, REMOVE | | | 0009 202-03000 LUMP| 13300.00000 13300.00| | HOUSES AND BUILDINGS, REMOVE , EASTBOUND| | | 0010 202-03000 LUMP| 10000.00000 10000.00| | HOUSES AND BUILDINGS, REMOVE , WESTBOUND| | | 0011 202-52710 744.000 m2 | 19.00000 14136.00| | SIDEWALK, CONCRETE, REMOVE | | | 0012 202-74040 11.000 EACH| 340.00000 3740.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-91840 4664.000 m | 1.89000 8814.96| | FENCE, CHAIN LINK, REMOVE | | | 0014 202-93763 33.000 EACH| 350.00000 11550.00| | LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0015 202-95579 2.000 EACH| 235.00000 470.00| | SERVICE POINT, REMOVE | | | 0016 203-02000 14843.000 m3 | 8.00000 118744.00| | EXCAVATION, COMMON | | | 0017 203-02070 39425.000 m3 | 12.00000 473100.00| | BORROW | | | 0018 205-06931 66.000 Mg | 110.00000 7260.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06937 1245.000 m | 5.00000 6225.00| | TEMPORARY SILT FENCE | | | 0020 207-07498 48467.000 m2 | 3.50000 169634.50| | SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 210-05758 LUMP| 119535.00000 119535.00| | BUILDING , SHELTER HOUSE, EASTBOUND | | | 0023 210-05758 LUMP| 37695.00000 37695.00| | BUILDING , VENDOR SHELTER, EASTBOUND | | | 0024 210-05758 LUMP| 37695.00000 37695.00| | BUILDING , VENDOR SHELTER, WESTBOUND | | | 0025 210-05758 LUMP| 674895.00000 674895.00| | BUILDING , WELCOME CENTER, EASTBOUND | | | 0026 210-05758 LUMP| 674895.00000 674895.00| | BUILDING , WELCOME CENTER, WESTBOUND | | | 0027 211-07454 1248.000 m3 | 21.00000 26208.00| | STRUCTURE BACKFILL | | | 0028 212-06281 9460.000 m3 | 6.00000 56760.00| | STOCKPILED SELECTED MATERIAL | | | 0029 212-06282 2120.000 m3 | 18.00000 38160.00| | STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0030 214-05861 9061.000 m3 | 9.00000 81549.00| | EXCAVATION FOR DETENTION POND | | | 0031 302-06464 7271.000 m3 | 41.00000 298111.00| | SUBBASE FOR PCCP | | | 0032 303-01180 22150.000 Mg | 17.00000 376550.00| | COMPACTED AGGREGATE, NO. 53 | | | 0033 306-08043 10787.000 m2 | 1.35000 14562.45| | MILLING, TRANSITION | | | 0034 401-07335 1551.000 Mg | 67.00000 103917.00| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0035 401-07404 935.000 Mg | 56.00000 52360.00| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07409 2984.000 Mg | 52.00000 155168.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0037 501-06325 40655.000 m2 | 43.00000 1748165.00| | QC/QA-PCCP, 350 mm | | | 0038 502-06999 65.000 m2 | 59.00000 3835.00| | PCCP, 200 mm | | | 0039 503-05240 6268.000 m | 29.00000 181772.00| | D-1 CONTRACTION JOINT | | | 0040 602-06639 452.000 m | 84.00000 37968.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0041 602-06646 2192.000 m | 59.00000 129328.00| | TEMPORARY CONCRETE BARRIER | | | 0042 603-06045 1062.000 m | 27.00000 28674.00| | FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 604-06070 1960.000 m2 | 32.00000 62720.00| | SIDEWALK, CONCRETE | | | 0044 604-07894 47.000 m2 | 84.00000 3948.00| | CURB RAMP, CONCRETE, A | | | 0045 605-06100 1213.000 m | 32.00000 38816.00| | CURB, INTEGRAL, C, CONCRETE | | | 0046 605-06120 594.000 m | 49.00000 29106.00| | CURB, CONCRETE | | | 0047 605-94811 3.000 EACH| 950.00000 2850.00| | CURB TURNOUT | | | 0048 616-06405 382.000 Mg | 27.00000 10314.00| | RIPRAP, REVETMENT | | | 0049 616-96249 641.000 m2 | 2.00000 1282.00| | GEOTEXTILE DITCH LINER | | | 0050 621-01004 2.000 EACH| 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-02356 127.000 kg | 155.00000 19685.00| | SEEDING, WETLAND | | | 0052 621-06545 2.000 Mg | 400.00000 800.00| | FERTILIZER | | | 0053 621-06554 352.000 kg | 8.00000 2816.00| | SEED MIXTURE, U | | | 0054 621-06557 33.000 kg | 7.00000 231.00| | SEED MIXTURE, T | | | 0055 621-06565 11.000 Mg | 500.00000 5500.00| | MULCHING MATERIAL | | | 0056 621-06575 27675.000 m2 | 3.00000 83025.00| | SODDING, NURSERY | | | 0057 622-02564 LUMP| 89000.00000 89000.00| | LANDSCAPING , EASTBOUND | | | 0058 622-02564 LUMP| 94000.00000 94000.00| | LANDSCAPING , WESTBOUND | | | 0059 622-05648 1900.000 EACH| 5.00000 9500.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0060 707-99085 2.000 EACH| 2100.00000 4200.00| | FLAG POLE | | | 0061 711-98751 LUMP| 89000.00000 89000.00| | BUILDING, MECHANICAL , EASTBOUND | | | 0062 711-98751 LUMP| 89000.00000 89000.00| | BUILDING, MECHANICAL , WESTBOUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 715-05048 3172.000 m | 9.00000 28548.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05053 364.000 m | 38.00000 13832.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0065 715-05121 57.000 m | 118.00000 6726.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0066 715-05123 64.000 m | 145.00000 9280.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0067 715-05151 283.000 m | 115.00000 32545.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 210.000 m | 118.00000 24780.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05154 85.000 m | 145.00000 12325.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0070 715-05169 20.000 m | 115.00000 2300.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-06507 2.000 m | 125.00000 250.00| | PIPE, RCP, II, D0.3=60, 450 mm | | | 0072 715-46005 5.000 EACH| 200.00000 1000.00| | PIPE END SECTION, 375 mm | | | 0073 715-46010 6.000 EACH| 285.00000 1710.00| | PIPE END SECTION, 450 mm | | | 0074 715-46020 6.000 EACH| 400.00000 2400.00| | PIPE END SECTION, 600 mm | | | 0075 715-90052 LUMP| 46683.00000 46683.00| | LIFT STATION , MODIFICATION, EASTBOUND | | | 0076 718-06528 41.000 EACH| 395.00000 16195.00| | OUTLET PROTECTOR, 1 | | | 0077 718-06532 2000.000 m | 1.50000 3000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 1223.000 m3 | 29.00000 35467.00| | AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 6897.000 m2 | 1.00000 6897.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0080 719-03975 LUMP| 133465.37000 133465.37| | BUILDING PLUMBING , EASTBOUND | | | 0081 719-03975 LUMP| 133465.37000 133465.37| | BUILDING PLUMBING , WESTBOUND | | | 0082 720-45410 4.000 EACH| 1365.00000 5460.00| | MANHOLE, C4 | | | 0083 720-93411 2.000 EACH| 1789.00000 3578.00| | INLET, C15, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 720-98174 4.000 EACH| 1789.00000 7156.00| | INLET, B15 | | | 0085 720-98555 6.000 EACH| 1789.00000 10734.00| | INLET, C15 | | | 0086 732-04596 1.000 EACH| 17600.00000 17600.00| | WATER SERVICE LINE | | | 0087 801-04944 1.000 EACH| 2.00000 2.00| | HIGHWAY ADVISORY RADIO STATION , | | | EASTBOUND | | | 0088 801-04944 1.000 EACH| 2.00000 2.00| | HIGHWAY ADVISORY RADIO STATION , | | | WESTBOUND | | | 0089 801-06207 9846.000 m | 2.50000 24615.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0090 801-06640 14.000 EACH| 210.00000 2940.00| | CONSTRUCTION SIGN, A | | | 0091 801-06645 2.000 EACH| 55.00000 110.00| | CONSTRUCTION SIGN, B | | | 0092 801-06710 180.000 DAY | 15.00000 2700.00| | FLASHING ARROW SIGN | | | 0093 801-06775 LUMP| 97000.00000 97000.00| | MAINTAINING TRAFFIC | | | 0098 802-76035 26.000 m2 | 135.00000 3510.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0099 802-76095 2577.000 kg | 4.25000 10952.25| | STRUCTURAL STEEL, BREAKAWAY | | | 0100 805-06592 60.000 m | 39.00000 2340.00| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0101 805-86810 2.000 EACH| 9200.00000 18400.00| | SERVICE POINT, II | | | 0102 805-86820 22.000 EACH| 1100.00000 24200.00| | CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0103 805-86889 750.000 m | 1.00000 750.00| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0104 805-86920 40.000 EACH| 12.00000 480.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 805-86925 8.000 EACH| 18.00000 144.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0106 805-86930 34.000 EACH| 8.00000 272.00| | INSULATING LINK, NOT WATERPROOFED | | | 0107 805-86935 8.000 EACH| 18.00000 144.00| | INSULATING LINK, WATERPROOFED | | | 0108 805-86955 11.000 EACH| 125.00000 1375.00| | CABLE DUCT MARKER | | | 0109 805-98335 3100.000 m | 21.00000 65100.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0110 805-98336 60.000 m | 21.00000 1260.00| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0111 807-03694 LUMP| 137400.00000 137400.00| | BUILDING ELECTRICAL , EASTBOUND | | | 0112 807-03694 LUMP| 132000.00000 132000.00| | BUILDING ELECTRICAL , WESTBOUND | | | 0113 807-04309 1.000 EACH| 2400.00000 2400.00| | PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0114 807-04866 2.000 EACH| 635.00000 1270.00| | LUMINAIRE , MERCURY VAPOR, WITH GLARE | | | SHIELD, 250 WATT | | | 0115 807-78590 2.000 EACH| 800.00000 1600.00| | HANDHOLE | | | 0116 807-82400 4.000 EACH| 19500.00000 78000.00| | LIGHT POLE, HIGH MAST, 38 m E.M.H. | | | 0117 807-84804 22.000 EACH| 1575.00000 34650.00| | LIGHT POLE, 12.8 m E.M.H., 3.1 m MAST | | | ARM, TRANSFORMER BASE | | | 0118 807-86620 22.000 EACH| 185.00000 4070.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0119 807-86665 12.000 EACH| 650.00000 7800.00| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0120 807-86830 4.000 EACH| 7700.00000 30800.00| | CONCRETE FOUNDATION WITH GROUNDING, | | | 1220 mm DIA. X 6100 mm | | | 0121 807-86910 22.000 EACH| 32.00000 704.00| | CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 807-86915 22.000 EACH| 32.00000 704.00| | CONNECTOR KIT, FUSED | | | 0123 807-86950 28.000 EACH| 27.00000 756.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0124 808-03631 1555.000 m | 1.25000 1943.75| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0125 808-03632 1221.000 m | 1.25000 1526.25| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0126 808-05534 1527.000 m | 2.50000 3817.50| | LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0127 808-06194 384.000 m | 14.00000 5376.00| | LINE, EPOXY, SOLID, WHITE, 300 mm | | | 0128 808-06702 126.000 m | 1.25000 157.50| | LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0129 808-06703 1432.000 m | 1.25000 1790.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0130 808-06713 936.000 m | 1.90000 1778.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0131 808-06714 25.000 m | 1.90000 47.50| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0132 808-06716 4104.000 m | 1.00000 4104.00| | LINE, REMOVE | | | 0133 808-07591 92.000 m | 28.00000 2576.00| | LINE, EPOXY, SOLID, WHITE, 600 mm | | | 0134 808-07592 2287.000 m | 1.50000 3430.50| | LINE, EPOXY, SOLID, WHITE, 125 mm | | | 0135 808-74804 354.000 m | 7.00000 2478.00| | LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0136 808-95933 1316.000 m | 2.00000 2632.00| | CURB PAINTING, YELLOW | | | 0137 808-97222 12.000 EACH| 130.00000 1560.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0138 105-06657 24.000 MOS | 55.00000 1320.00| | PHONE, CELLULAR , NO. 1 | | | 0139 105-06657 24.000 MOS | 55.00000 1320.00| | PHONE, CELLULAR , NO. 2 | | | 0140 105-06657 24.000 MOS | 55.00000 1320.00| | PHONE, CELLULAR , NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 111 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,072,964.15 ROUTE : I-74 CALL ORDER : 111 CONTRACT ID : R -26483-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 802-07137 8.000 EACH| 300.00000 2400.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0142 802-07138 2.000 EACH| 300.00000 600.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0143 802-07151 18.000 EACH| 300.00000 5400.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0144 802-76015 85.000 m2 | 155.00000 13175.00| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0145 802-76025 10.000 m2 | 135.00000 1350.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0146 802-76035 27.000 m2 | 135.00000 3645.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0147 802-76055 126.000 m | 31.00000 3906.00| | SIGN POST, A | | | 0148 802-76065 141.000 m | 34.00000 4794.00| | SIGN POST, B | | | SECTION TOTALS | $ 8,375,885.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,375,885.10| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,705,706.19 ROUTE : 1ST CALL ORDER : 131 CONTRACT ID : R -26977-A COUNTIES : VIGO LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : T410004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 1,456,116.76 100.0000% 2 37-0797609 FEUTZ CONTRACTORS, INC. $ 1,593,467.52 109.4326% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 1,737,010.04 119.2905% ==================================================================================================================================== |(1) 35-1111003 |(2) 37-0797609 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |FEUTZ CONTRACTORS, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 13000.00000 13000.00| 28901.20000 28901.20| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1300.00000 11700.00| 1281.98000 11537.82| 1300.00000 11700.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 67484.00000 67484.00| 85800.00000 85800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 26000.00000 26000.00| 33847.20000 33847.20| 42900.00000 42900.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1290.000 m2 | 19.00000 24510.00| 13.94000 17982.60| 10.00000 12900.00 PAVEMENT REMOVAL | | | 0006 202-02245 2.000 EACH| 300.00000 600.00| 148.23000 296.46| 50.00000 100.00 TREE, 150 mm, REMOVE | | | 0007 202-02250 10.000 EACH| 300.00000 3000.00| 295.26000 2952.60| 100.00000 1000.00 TREE, 250 mm, REMOVE | | | 0008 202-02260 12.000 EACH| 1200.00000 14400.00| 923.60000 11083.20| 100.00000 1200.00 TREE, 760 mm, REMOVE | | | 0009 202-02265 3.000 EACH| 1500.00000 4500.00| 1572.66000 4717.98| 500.00000 1500.00 TREE, 1220 mm, REMOVE | | | 0010 202-02271 2.000 EACH| 160.00000 320.00| 548.58000 1097.16| 95.00000 190.00 HEADWALL, REMOVE | | | 0011 202-02278 8.000 m | 25.00000 200.00| 19.21000 153.68| 12.00000 96.00 CURB, CONCRETE, REMOVE | | | 0012 202-52710 50.000 m2 | 30.00000 1500.00| 16.99000 849.50| 8.50000 425.00 SIDEWALK, CONCRETE, REMOVE | | | 0013 202-91840 678.000 m | 8.00000 5424.00| 9.77000 6624.06| 11.00000 7458.00 FENCE, CHAIN LINK, REMOVE | | | 0014 202-99187 114.000 m | 6.00000 684.00| 4.88000 556.32| 8.00000 912.00 FENCE, FARM FIELD, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 131 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,705,706.19 ROUTE : 1ST CALL ORDER : 131 CONTRACT ID : R -26977-A COUNTIES : VIGO LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 37-0797609 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |FEUTZ CONTRACTORS, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02000 5879.000 m3 | 12.00000 70548.00| 16.27000 95651.33| 25.00000 146975.00 EXCAVATION, COMMON | | | 0016 205-06932 37.000 m | 33.00000 1221.00| 31.36000 1160.32| 40.82000 1510.34 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 1477.000 m | 6.00000 8862.00| 5.62000 8300.74| 4.30000 6351.10 TEMPORARY SILT FENCE | | | 0018 207-07503 9850.000 m2 | 5.75000 56637.50| 3.01000 29648.50| 1.38000 13593.00 SUBGRADE TREATMENT, TYPE E | | | 0019 211-07454 5267.000 m3 | 26.50000 139575.50| 13.75000 72421.25| 15.00000 79005.00 STRUCTURE BACKFILL | | | 0020 301-07448 4125.000 Mg | 13.57000 55976.25| 13.02000 53707.50| 18.02000 74332.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-07449 302.000 Mg | 22.00000 6644.00| 22.16000 6692.32| 33.59000 10144.18 COMPACTED AGGREGATE, NO. 73 | | | 0022 303-08210 300.000 Mg | 32.25000 9675.00| 18.86000 5658.00| 25.61000 7683.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0023 306-08033 3709.000 m2 | 2.15000 7974.35| 3.41000 12647.69| 2.58000 9569.22 MILLING, ASPHALT, 25 mm | | | 0024 401-06264 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 3182.66000 3182.66 PROFILOGRAPH, HMA | | | 0025 401-07325 946.000 Mg | 70.00000 66220.00| 74.34000 70325.64| 78.87000 74611.02 QC/QA-HMA, 1, 70, SURFACE, 9.5 mm | | | 0026 401-07395 2509.000 Mg | 56.00000 140504.00| 61.36000 153952.24| 65.10000 163335.90 QC/QA-HMA, 1, 70, INTERMEDIATE, 19.0 mm | | | 0027 401-07406 2078.000 Mg | 49.00000 101822.00| 53.10000 110341.80| 56.33000 117053.74 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0028 405-05517 15.000 Mg | 460.00000 6900.00| 472.00000 7080.00| 500.74000 7511.10 ASPHALT FOR PRIME COAT | | | 0029 406-05520 7.000 Mg | 390.00000 2730.00| 413.00000 2891.00| 438.15000 3067.05 ASPHALT FOR TACK COAT | | | 0030 503-05240 33.000 m | 225.00000 7425.00| 32.92000 1086.36| 24.61000 812.13 D-1 CONTRACTION JOINT | | | 0031 506-06333 500.000 m2 | 64.00000 32000.00| 72.80000 36400.00| 71.33000 35665.00 PCCP PATCHING, FULL DEPTH | | | 0032 603-03829 561.000 m | 120.00000 67320.00| 111.92000 62787.12| 109.80000 61597.80 FENCE , ALUMINUM, 1200mm | | | 0033 603-06060 100.000 m | 28.00000 2800.00| 28.55000 2855.00| 28.01000 2801.00 FENCE, FARM FIELD, RESET | | | 0034 603-06065 99.000 m | 38.00000 3762.00| 37.85000 3747.15| 37.13000 3675.87 FENCE, CHAIN LINK, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 131 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,705,706.19 ROUTE : 1ST CALL ORDER : 131 CONTRACT ID : R -26977-A COUNTIES : VIGO LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 37-0797609 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |FEUTZ CONTRACTORS, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 603-91304 24.000 m | 60.00000 1440.00| 59.47000 1427.28| 58.35000 1400.40 FENCE, WOOD, RESET | | | 0036 604-06070 667.000 m2 | 15.00000 10005.00| 41.19000 27473.73| 30.00000 20010.00 SIDEWALK, CONCRETE | | | 0037 604-07898 5.000 m2 | 89.00000 445.00| 129.16000 645.80| 189.70000 948.50 CURB RAMP, CONCRETE, D | | | 0038 604-07900 20.000 m2 | 80.00000 1600.00| 108.77000 2175.40| 180.53000 3610.60 CURB RAMP, CONCRETE, F | | | 0039 604-07902 127.000 m2 | 82.00000 10414.00| 141.50000 17970.50| 177.36000 22524.72 CURB RAMP, CONCRETE, H | | | 0040 604-44251 12.000 m3 | 600.00000 7200.00| 812.70000 9752.40| 1538.00000 18456.00 STEPS, CONCRETE | | | 0041 605-06120 2913.000 m | 25.15000 73261.95| 29.70000 86516.10| 33.45000 97439.85 CURB, CONCRETE | | | 0042 610-07486 509.000 Mg | 53.00000 26977.00| 82.50000 41992.50| 87.52000 44547.68 HMA FOR APPROACHES, TYPE A | | | 0043 611-05330 1119.000 m2 | 62.00000 69378.00| 42.95000 48061.05| 39.00000 43641.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 27.000 EACH| 190.00000 5130.00| 145.67000 3933.09| 175.05000 4726.35 MAILBOX ASSEMBLY, SINGLE | | | 0045 615-06490 21.000 EACH| 125.00000 2625.00| 151.03000 3171.63| 114.58000 2406.18 RIGHT OF WAY MARKER | | | 0046 615-06500 9.000 EACH| 500.00000 4500.00| 352.62000 3173.58| 500.74000 4506.66 MONUMENT, A | | | 0047 615-06505 12.000 EACH| 500.00000 6000.00| 352.62000 4231.44| 514.53000 6174.36 MONUMENT, B | | | 0048 615-06515 1.000 EACH| 150.00000 150.00| 192.87000 192.87| 143.22000 143.22 MONUMENT, D | | | 0049 615-06525 1.000 EACH| 300.00000 300.00| 329.16000 329.16| 253.81000 253.81 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0050 616-02320 90.000 m2 | 3.25000 292.50| 1.61000 144.90| 4.00000 360.00 GEOTEXTILES | | | 0051 616-06406 82.000 m2 | 20.00000 1640.00| 8.56000 701.92| 25.00000 2050.00 RIPRAP, REVETMENT | | | 0052 621-02770 1800.000 m2 | 2.00000 3600.00| 2.11000 3798.00| 2.14000 3852.00 EROSION CONTROL BLANKET | | | 0053 621-06560 1700.000 m2 | 1.25000 2125.00| 1.30000 2210.00| 0.85000 1445.00 MULCHED SEEDING, U | | | 0054 621-06567 172.000 kL | 1.00000 172.00| 1.08000 185.76| 2.65000 455.80 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 131 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,705,706.19 ROUTE : 1ST CALL ORDER : 131 CONTRACT ID : R -26977-A COUNTIES : VIGO LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 37-0797609 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |FEUTZ CONTRACTORS, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06574 9482.000 m2 | 3.75000 35557.50| 3.68000 34893.76| 3.82000 36221.24 SODDING | | | 0056 703-51030 43.000 kg | 26.00000 1118.00| 10.70000 460.10| 2.18000 93.74 REINFORCING STEEL | | | 0057 715-05149 615.000 m | 50.00000 30750.00| 82.29000 50608.35| 118.63000 72957.45 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05151 200.000 m | 62.00000 12400.00| 93.93000 18786.00| 98.81000 19762.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0059 715-05152 490.000 m | 65.00000 31850.00| 100.02000 49009.80| 117.44000 57545.60 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05154 449.000 m | 85.00000 38165.00| 169.62000 76159.38| 196.98000 88444.02 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0061 715-05156 132.000 m | 120.00000 15840.00| 179.96000 23754.72| 230.34000 30404.88 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0062 715-46020 1.000 EACH| 950.00000 950.00| 693.37000 693.37| 546.44000 546.44 PIPE END SECTION, 600 mm | | | 0063 715-46030 1.000 EACH| 1000.00000 1000.00| 822.92000 822.92| 699.16000 699.16 PIPE END SECTION, 750 mm | | | 0064 720-44000 1.000 EACH| 300.00000 300.00| 390.08000 390.08| 261.81000 261.81 CASTING, ADJUST TO GRADE | | | 0065 720-45030 2.000 EACH| 2000.00000 4000.00| 1100.13000 2200.26| 851.89000 1703.78 INLET, E7 | | | 0066 720-45045 18.000 EACH| 1500.00000 27000.00| 1338.09000 24085.62| 1070.06000 19261.08 INLET, J10 | | | 0067 720-45055 21.000 EACH| 1150.00000 24150.00| 1340.99000 28160.79| 1070.06000 22471.26 INLET, M10 | | | 0068 720-45155 12.000 EACH| 1200.00000 14400.00| 1468.52000 17622.24| 1070.06000 12840.72 INLET, M10, MODIFIED | | | 0069 720-45270 13.000 EACH| 1118.82000 14544.66| 1069.12000 13898.56| 670.54000 8717.02 PIPE CATCH BASIN, 450 mm | | | 0070 720-45410 9.000 EACH| 1000.00000 9000.00| 2170.73000 19536.57| 2368.48000 21316.32 MANHOLE, C4 | | | 0071 720-45500 1.000 EACH| 1300.00000 1300.00| 1253.14000 1253.14| 1355.80000 1355.80 MANHOLE, A4, MODIFIED | | | 0072 720-45510 2.000 EACH| 1500.00000 3000.00| 1621.08000 3242.16| 1879.43000 3758.86 MANHOLE, C4, MODIFIED | | | 0073 720-91973 1.000 EACH| 4430.00000 4430.00| 2964.96000 2964.96| 4277.32000 4277.32 MANHOLE, H4 | | | 0074 801-04308 9.000 EACH| 347.00000 3123.00| 324.41000 2919.69| 318.27000 2864.43 ROAD CLOSURE SIGN ASSEMBLY | | | 0075 801-06625 21.000 EACH| 76.00000 1596.00| 70.29000 1476.09| 89.17000 1872.57 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 131 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,705,706.19 ROUTE : 1ST CALL ORDER : 131 CONTRACT ID : R -26977-A COUNTIES : VIGO LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1111003 |(2) 37-0797609 |(3) 35-0999231 |WHITE CONSTRUCTION, INC. |FEUTZ CONTRACTORS, INC. |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06640 10.000 EACH| 170.00000 1700.00| 162.20000 1622.00| 159.13000 1591.30 CONSTRUCTION SIGN, A | | | 0077 801-06645 10.000 EACH| 62.00000 620.00| 58.39000 583.90| 57.29000 572.90 CONSTRUCTION SIGN, B | | | 0078 801-06775 LUMP| 8970.00000 8970.00| 8019.25000 8019.25| 7362.43000 7362.43 MAINTAINING TRAFFIC | | | 0079 801-07118 4.000 m | 42.00000 168.00| 38.93000 155.72| 38.19000 152.76 BARRICADE, III-A | | | 0080 801-07119 16.000 m | 49.00000 784.00| 45.42000 726.72| 44.56000 712.96 BARRICADE, III-B | | | 0081 802-05701 118.000 m | 43.00000 5074.00| 40.44000 4771.92| 39.68000 4682.24 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-07059 30.000 EACH| 28.00000 840.00| 27.03000 810.90| 26.52000 795.60 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0083 802-07060 14.000 EACH| 64.00000 896.00| 59.48000 832.72| 58.35000 816.90 SIGN, SHEET, RELOCATE | | | 0084 802-76025 13.000 m2 | 225.00000 2925.00| 210.86000 2741.18| 206.87000 2689.31 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0085 805-01842 4.000 EACH| 1100.00000 4400.00| 756.80000 3027.20| 1485.24000 5940.96 HANDHOLE, SIGNAL | | | 0086 805-01844 55.000 m | 78.00000 4290.00| 54.57000 3001.35| 75.32000 4142.60 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0087 808-75245 2969.000 m | 1.15000 3414.35| 1.06000 3147.14| 1.04000 3087.76 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0088 808-75297 53.000 m | 15.00000 795.00| 14.06000 745.18| 13.79000 730.87 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0089 808-75300 119.000 m | 3.80000 452.20| 3.46000 411.74| 3.39000 403.41 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0090 808-75998 137.000 EACH| 52.00000 7124.00| 24.87000 3407.19| 24.40000 3342.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,456,116.76| $ 1,593,467.52| $ 1,737,010.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,456,116.76| $ 1,593,467.52| $ 1,737,010.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 548,219.57 ROUTE : 62 CALL ORDER : 161 CONTRACT ID : R -27249-A COUNTIES : SPENCER LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5674005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 392,671.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 436,819.95 111.2432% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 514,627.69 131.0582% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 587,000.00 149.4890% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP| 13000.00000 13000.00| 9100.00000 9100.00| 17280.00000 17280.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1350.00000 16200.00| 1150.00000 13800.00| 885.00000 10620.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 19598.00000 19598.00| 15000.00000 15000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7815.00000 7815.00| 9000.00000 9000.00| 18550.00000 18550.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2160.000 m2 | 3.25000 7020.00| 3.00000 6480.00| 9.60000 20736.00 PAVEMENT REMOVAL | | | 0006 202-02241 192.000 m | 11.35000 2179.20| 11.50000 2208.00| 12.20000 2342.40 GUARDRAIL, REMOVE | | | 0007 203-02000 1168.000 m3 | 4.00000 4672.00| 11.00000 12848.00| 7.40000 8643.20 EXCAVATION, COMMON | | | 0008 203-02070 7450.000 m3 | 8.50000 63325.00| 14.50000 108025.00| 14.40000 107280.00 BORROW | | | 0009 205-03371 10.000 m3 | 12.00000 120.00| 100.00000 1000.00| 16.00000 160.00 SEDIMENT REMOVE | | | 0010 205-06931 21.000 Mg | 35.00000 735.00| 79.00000 1659.00| 41.00000 861.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 323.000 m | 4.95000 1598.85| 4.95000 1598.85| 5.40000 1744.20 TEMPORARY SILT FENCE | | | 0012 207-07500 2475.000 m2 | 4.70000 11632.50| 10.40000 25740.00| 10.70000 26482.50 SUBGRADE TREATMENT, TYPE C | | | 0013 211-06081 65.000 m | 215.00000 13975.00| 193.00000 12545.00| 48.00000 3120.00 INCLINOMETER CASING | | | 0014 211-07454 149.000 m3 | 27.80000 4142.20| 18.00000 2682.00| 33.60000 5006.40 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 161 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 548,219.57 ROUTE : 62 CALL ORDER : 161 CONTRACT ID : R -27249-A COUNTIES : SPENCER LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-01180 675.000 Mg | 18.30000 12352.50| 15.30000 10327.50| 24.50000 16537.50 COMPACTED AGGREGATE, NO. 53 | | | 0016 306-08043 424.000 m2 | 7.50000 3180.00| 12.50000 5300.00| 4.50000 1908.00 MILLING, TRANSITION | | | 0017 402-07433 303.000 Mg | 45.00000 13635.00| 53.60000 16240.80| 47.00000 14241.00 HMA SURFACE, TYPE B | | | 0018 402-07438 220.000 Mg | 43.00000 9460.00| 47.30000 10406.00| 41.00000 9020.00 HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 730.000 Mg | 42.00000 30660.00| 37.00000 27010.00| 47.00000 34310.00 HMA BASE, TYPE B | | | 0020 404-05511 744.000 m2 | 5.00000 3720.00| 6.75000 5022.00| 4.50000 3348.00 SEAL COAT, 2 | | | 0021 405-05518 744.000 m2 | 2.50000 1860.00| 1.00000 744.00| 3.50000 2604.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 3382.000 m2 | 0.15000 507.30| 0.10000 338.20| 0.22000 744.04 ASPHALT FOR TACK COAT | | | 0023 601-94689 2.000 EACH| 2125.00000 4250.00| 2395.00000 4790.00| 2538.00000 5076.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 183.000 m | 45.00000 8235.00| 40.20000 7356.60| 42.60000 7795.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 607-06345 195.000 m | 132.00000 25740.00| 79.00000 15405.00| 138.00000 26910.00 PAVED SIDE DITCH, C MODIFIED | | | 0026 615-06490 14.000 EACH| 113.00000 1582.00| 95.00000 1330.00| 102.00000 1428.00 RIGHT OF WAY MARKER | | | 0027 615-06505 6.000 EACH| 495.00000 2970.00| 495.00000 2970.00| 515.00000 3090.00 MONUMENT, B | | | 0028 616-02320 40.000 m2 | 2.50000 100.00| 1.50000 60.00| 2.70000 108.00 GEOTEXTILES | | | 0029 616-06405 9.000 Mg | 40.00000 360.00| 91.00000 819.00| 43.00000 387.00 RIPRAP, REVETMENT | | | 0030 616-06451 12.000 Mg | 34.00000 408.00| 71.00000 852.00| 47.00000 564.00 RIPRAP, UNIFORM | | | 0031 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02770 1085.000 m2 | 1.90000 2061.50| 1.90000 2061.50| 2.05000 2224.25 EROSION CONTROL BLANKET | | | 0033 621-06545 1.000 Mg | 725.00000 725.00| 725.00000 725.00| 760.00000 760.00 FERTILIZER | | | 0034 621-06548 5.000 kg | 69.00000 345.00| 69.00000 345.00| 72.00000 360.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 161 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 548,219.57 ROUTE : 62 CALL ORDER : 161 CONTRACT ID : R -27249-A COUNTIES : SPENCER LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06553 96.000 kg | 6.55000 628.80| 6.80000 652.80| 7.40000 710.40 SEED MIXTURE, R | | | 0036 621-06565 2.000 Mg | 460.00000 920.00| 460.00000 920.00| 530.00000 1060.00 MULCHING MATERIAL | | | 0037 621-06567 3.000 kL | 1.00000 3.00| 1.00000 3.00| 1.00000 3.00 WATER | | | 0038 621-06574 144.000 m2 | 8.45000 1216.80| 8.45000 1216.80| 9.00000 1296.00 SODDING | | | 0039 622-52436 2.000 EACH| 30.00000 60.00| 30.00000 60.00| 34.00000 68.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 40.000 EACH| 11.45000 458.00| 11.45000 458.00| 12.50000 500.00 SEEDLING | | | 0041 622-98200 12.000 EACH| 30.00000 360.00| 30.00000 360.00| 32.00000 384.00 SIGN, DO NOT DISTURB | | | 0042 715-05048 180.000 m | 44.00000 7920.00| 3.00000 540.00| 95.30000 17154.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 41.000 m | 78.00000 3198.00| 70.00000 2870.00| 76.00000 3116.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05123 37.000 m | 148.00000 5476.00| 303.00000 11211.00| 214.00000 7918.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-46020 2.000 EACH| 700.00000 1400.00| 450.00000 900.00| 460.00000 920.00 PIPE END SECTION, 600 mm | | | 0048 718-52610 729.000 m3 | 41.00000 29889.00| 40.00000 29160.00| 41.00000 29889.00 AGGREGATE FOR UNDERDRAINS , 2 | | | 0049 718-99153 1944.000 m2 | 1.25000 2430.00| 1.00000 1944.00| 1.80000 3499.20 GEOTEXTILES FOR UNDERDRAIN | | | 0050 801-04308 6.000 EACH| 325.00000 1950.00| 395.00000 2370.00| 420.00000 2520.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 22.000 EACH| 75.00000 1650.00| 95.00000 2090.00| 112.00000 2464.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 15.000 EACH| 135.00000 2025.00| 110.00000 1650.00| 122.00000 1830.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH| 45.00000 270.00| 50.00000 300.00| 54.00000 324.00 CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 7985.30000 7985.30| 3500.00000 3500.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0055 801-07118 29.000 m | 32.00000 928.00| 62.50000 1812.50| 66.00000 1914.00 BARRICADE, III-A | | | 0056 801-07119 29.000 m | 42.00000 1218.00| 76.00000 2204.00| 83.00000 2407.00 BARRICADE, III-B | | | 0057 802-05701 13.000 m | 24.05000 312.65| 33.00000 429.00| 34.60000 449.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 161 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 548,219.57 ROUTE : 62 CALL ORDER : 161 CONTRACT ID : R -27249-A COUNTIES : SPENCER LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-0626844 |(3) 35-1009310 |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 802-05702 12.000 m | 33.75000 405.00| 33.00000 396.00| 34.00000 408.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 2.000 m2 | 190.00000 380.00| 192.60000 385.20| 204.00000 408.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 802-76035 2.000 m2 | 165.00000 330.00| 235.65000 471.30| 249.00000 498.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 808-06703 720.000 m | 0.85000 612.00| 1.28000 921.60| 1.40000 1008.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0062 808-75245 720.000 m | 0.85000 612.00| 1.28000 921.60| 1.40000 1008.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0063 808-75996 31.000 EACH| 10.40000 322.40| 13.70000 424.70| 14.00000 434.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 31.000 EACH| 45.00000 1395.00| 60.00000 1860.00| 64.00000 1984.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 715-04612 444.000 m | 54.00000 23976.00| 60.00000 26640.00| 81.00000 35964.00 PIPE , TYPE 4, CIRCULAR, 38 mm, SLOTTED | | | 0066 715-04612 92.000 m | 53.00000 4876.00| 55.00000 5060.00| 19.00000 1748.00 PIPE , TYPE 4, CIRCULAR, 38 mm, | | | NON-SLOTTED | | | SECTION TOTALS | $ 392,671.00| $ 436,819.95| $ 514,627.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 392,671.00| $ 436,819.95| $ 514,627.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 161 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 548,219.57 ROUTE : 62 CALL ORDER : 161 CONTRACT ID : R -27249-A COUNTIES : SPENCER LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1250.00000 15000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 29700.00000 29700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14600.00000 14600.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 2160.000 m2 | 12.00000 25920.00| | PAVEMENT REMOVAL | | | 0006 202-02241 192.000 m | 11.50000 2208.00| | GUARDRAIL, REMOVE | | | 0007 203-02000 1168.000 m3 | 12.00000 14016.00| | EXCAVATION, COMMON | | | 0008 203-02070 7450.000 m3 | 15.00000 111750.00| | BORROW | | | 0009 205-03371 10.000 m3 | 85.00000 850.00| | SEDIMENT REMOVE | | | 0010 205-06931 21.000 Mg | 52.00000 1092.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 323.000 m | 4.95000 1598.85| | TEMPORARY SILT FENCE | | | 0012 207-07500 2475.000 m2 | 12.00000 29700.00| | SUBGRADE TREATMENT, TYPE C | | | 0013 211-06081 65.000 m | 445.00000 28925.00| | INCLINOMETER CASING | | | 0014 211-07454 149.000 m3 | 40.00000 5960.00| | STRUCTURE BACKFILL | | | 0015 303-01180 675.000 Mg | 17.00000 11475.00| | COMPACTED AGGREGATE, NO. 53 | | | 0016 306-08043 424.000 m2 | 6.00000 2544.00| | MILLING, TRANSITION | | | 0017 402-07433 303.000 Mg | 49.00000 14847.00| | HMA SURFACE, TYPE B | | | 0018 402-07438 220.000 Mg | 47.00000 10340.00| | HMA INTERMEDIATE, TYPE B | | | 0019 402-07441 730.000 Mg | 45.00000 32850.00| | HMA BASE, TYPE B | | | 0020 404-05511 744.000 m2 | 6.00000 4464.00| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 161 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 548,219.57 ROUTE : 62 CALL ORDER : 161 CONTRACT ID : R -27249-A COUNTIES : SPENCER LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 405-05518 744.000 m2 | 2.50000 1860.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05521 3382.000 m2 | 0.15000 507.30| | ASPHALT FOR TACK COAT | | | 0023 601-94689 2.000 EACH| 4000.00000 8000.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 183.000 m | 40.20000 7356.60| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 607-06345 195.000 m | 132.00000 25740.00| | PAVED SIDE DITCH, C MODIFIED | | | 0026 615-06490 14.000 EACH| 95.00000 1330.00| | RIGHT OF WAY MARKER | | | 0027 615-06505 6.000 EACH| 495.00000 2970.00| | MONUMENT, B | | | 0028 616-02320 40.000 m2 | 10.00000 400.00| | GEOTEXTILES | | | 0029 616-06405 9.000 Mg | 70.00000 630.00| | RIPRAP, REVETMENT | | | 0030 616-06451 12.000 Mg | 70.00000 840.00| | RIPRAP, UNIFORM | | | 0031 621-01004 2.000 EACH| 650.00000 1300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02770 1085.000 m2 | 1.90000 2061.50| | EROSION CONTROL BLANKET | | | 0033 621-06545 1.000 Mg | 725.00000 725.00| | FERTILIZER | | | 0034 621-06548 5.000 kg | 69.00000 345.00| | SEED MIXTURE, CV | | | 0035 621-06553 96.000 kg | 6.55000 628.80| | SEED MIXTURE, R | | | 0036 621-06565 2.000 Mg | 460.00000 920.00| | MULCHING MATERIAL | | | 0037 621-06567 3.000 kL | 1.00000 3.00| | WATER | | | 0038 621-06574 144.000 m2 | 7.07000 1018.08| | SODDING | | | 0039 622-52436 2.000 EACH| 30.00000 60.00| | SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 40.000 EACH| 11.45000 458.00| | SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 161 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 548,219.57 ROUTE : 62 CALL ORDER : 161 CONTRACT ID : R -27249-A COUNTIES : SPENCER LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 622-98200 12.000 EACH| 30.00000 360.00| | SIGN, DO NOT DISTURB | | | 0042 715-05048 180.000 m | 145.00000 26100.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0043 715-05053 41.000 m | 100.00000 4100.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0044 715-05123 37.000 m | 245.00000 9065.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0045 715-46020 2.000 EACH| 400.00000 800.00| | PIPE END SECTION, 600 mm | | | 0048 718-52610 729.000 m3 | 55.00000 40095.00| | AGGREGATE FOR UNDERDRAINS , 2 | | | 0049 718-99153 1944.000 m2 | 3.00000 5832.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0050 801-04308 6.000 EACH| 395.00000 2370.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 22.000 EACH| 95.00000 2090.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 15.000 EACH| 110.00000 1650.00| | CONSTRUCTION SIGN, A | | | 0053 801-06645 6.000 EACH| 50.00000 300.00| | CONSTRUCTION SIGN, B | | | 0054 801-06775 LUMP| 16591.40000 16591.40| | MAINTAINING TRAFFIC | | | 0055 801-07118 29.000 m | 62.07000 1800.03| | BARRICADE, III-A | | | 0056 801-07119 29.000 m | 75.86000 2199.94| | BARRICADE, III-B | | | 0057 802-05701 13.000 m | 32.66000 424.58| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0058 802-05702 12.000 m | 32.06000 384.72| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 2.000 m2 | 192.60000 385.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 802-76035 2.000 m2 | 235.65000 471.30| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0061 808-06703 720.000 m | 1.28000 921.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 161 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 548,219.57 ROUTE : 62 CALL ORDER : 161 CONTRACT ID : R -27249-A COUNTIES : SPENCER LETTING DATE : 06/22/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-75245 720.000 m | 1.28000 921.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0063 808-75996 31.000 EACH| 3.50000 108.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 31.000 EACH| 60.00000 1860.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 715-04612 444.000 m | 75.00000 33300.00| | PIPE , TYPE 4, CIRCULAR, 38 mm, SLOTTED | | | 0066 715-04612 92.000 m | 53.00000 4876.00| | PIPE , TYPE 4, CIRCULAR, 38 mm, | | | NON-SLOTTED | | | SECTION TOTALS | $ 587,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 587,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 12/03/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1776005 1776005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 387,589.80 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 425,289.79 109.7267% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 476,876.00 123.0362% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 524,896.55 135.4257% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 7500.00000 7500.00| 7000.00000 7000.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1250.00000 10000.00| 1800.00000 14400.00| 1850.00000 14800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 19150.00000 19150.00| 16000.00000 16000.00| 24200.00000 24200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3830.00000 3830.00| 9500.00000 9500.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 539.000 m2 | 9.64000 5195.96| 15.00000 8085.00| 20.00000 10780.00 PAVEMENT REMOVAL | | | 0006 202-02278 291.000 m | 13.67000 3977.97| 24.00000 6984.00| 17.00000 4947.00 CURB, CONCRETE, REMOVE | | | 0007 202-52710 177.000 m2 | 11.61000 2054.97| 17.00000 3009.00| 15.00000 2655.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-74045 7.000 EACH| 52.52000 367.64| 14.00000 98.00| 60.00000 420.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-86946 4.000 EACH| 315.13000 1260.52| 300.00000 1200.00| 375.00000 1500.00 HANDHOLE, REMOVE | | | 0010 202-90277 6.000 EACH| 355.05000 2130.30| 300.00000 1800.00| 400.00000 2400.00 DETECTOR HOUSING, REMOVE | | | 0011 202-91385 2.000 EACH| 175.70000 351.40| 300.00000 600.00| 500.00000 1000.00 INLET, REMOVE | | | 0012 202-93995 4.000 EACH| 489.51000 1958.04| 300.00000 1200.00| 600.00000 2400.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0013 202-96133 5.000 m | 20.00000 100.00| 80.00000 400.00| 200.00000 1000.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 502.000 m3 | 31.39000 15757.78| 44.00000 22088.00| 25.00000 12550.00 EXCAVATION, COMMON | | | 0015 207-07500 580.000 m2 | 11.00000 6380.00| 28.00000 16240.00| 25.00000 14500.00 SUBGRADE TREATMENT, TYPE C | | | 0016 211-07454 15.000 m3 | 19.99000 299.85| 30.00000 450.00| 34.00000 510.00 STRUCTURE BACKFILL | | | 0017 301-07448 171.000 Mg | 28.74000 4914.54| 32.00000 5472.00| 50.00000 8550.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 304-07494 339.000 Mg | 66.17000 22431.63| 60.00000 20340.00| 63.00000 21357.00 WIDENING WITH HMA, TYPE C | | | 0019 306-08038 3283.000 m2 | 2.61000 8568.63| 4.00000 13132.00| 3.00000 9849.00 MILLING, ASPHALT, 100 mm | | | 0020 401-07334 332.000 Mg | 70.53000 23415.96| 67.00000 22244.00| 75.00000 24900.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0021 401-07403 553.000 Mg | 55.47000 30674.91| 50.00000 27650.00| 56.00000 30968.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0022 405-05518 580.000 m2 | 0.75000 435.00| 1.00000 580.00| 1.50000 870.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.000 Mg | 229.54000 459.08| 100.00000 200.00| 230.00000 460.00 ASPHALT FOR TACK COAT | | | 0024 604-07899 7.000 m2 | 190.00000 1330.00| 160.00000 1120.00| 100.00000 700.00 CURB RAMP, CONCRETE, E | | | 0025 604-07900 22.000 m2 | 190.00000 4180.00| 125.00000 2750.00| 90.00000 1980.00 CURB RAMP, CONCRETE, F | | | 0026 604-07901 17.000 m2 | 150.00000 2550.00| 135.00000 2295.00| 125.00000 2125.00 CURB RAMP. CONCRETE, G | | | 0027 604-07902 15.000 m2 | 200.00000 3000.00| 117.00000 1755.00| 175.00000 2625.00 CURB RAMP, CONCRETE, H | | | 0028 604-91531 232.000 m2 | 37.56000 8713.92| 58.00000 13456.00| 75.00000 17400.00 SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06120 132.000 m | 67.64000 8928.48| 70.00000 9240.00| 94.00000 12408.00 CURB, CONCRETE | | | 0030 605-06140 297.000 m | 62.63000 18601.11| 77.00000 22869.00| 85.00000 25245.00 CURB AND GUTTER, CONCRETE | | | 0031 611-05330 480.000 m2 | 43.60000 20928.00| 49.00000 23520.00| 95.00000 45600.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 615-06490 18.000 EACH| 115.55000 2079.90| 110.00000 1980.00| 115.00000 2070.00 RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 462.20000 1848.80| 440.00000 1760.00| 460.00000 1840.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06575 541.000 m2 | 4.57000 2472.37| 9.00000 4869.00| 5.00000 2705.00 SODDING, NURSERY | | | 0035 715-05149 22.000 m | 127.61000 2807.42| 175.00000 3850.00| 175.00000 3850.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 720-01894 2.000 EACH| 494.48000 988.96| 1300.00000 2600.00| 1200.00000 2400.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0037 720-44000 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| 410.00000 1640.00 CASTING, ADJUST TO GRADE | | | 0038 720-98174 4.000 EACH| 1500.00000 6000.00| 2000.00000 8000.00| 2500.00000 10000.00 INLET, B15 | | | 0039 801-06207 1799.000 m | 3.57000 6422.43| 3.12000 5612.88| 3.70000 6656.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06211 10.000 EACH| 68.28000 682.80| 70.00000 700.00| 68.00000 680.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0041 801-06218 50.000 m | 21.43000 1071.50| 18.50000 925.00| 21.00000 1050.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0042 801-06640 16.000 EACH| 102.94000 1647.04| 74.00000 1184.00| 103.00000 1648.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 17000.00000 17000.00| 18000.00000 18000.00| 23430.55000 23430.55 MAINTAINING TRAFFIC | | | 0044 802-05701 13.000 m | 40.15000 521.95| 38.22000 496.86| 40.00000 520.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0045 802-76025 8.000 m2 | 173.68000 1389.44| 165.34000 1322.72| 175.00000 1400.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0046 802-76035 1.000 m2 | 179.45000 179.45| 170.83000 170.83| 180.00000 180.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0047 802-76045 2.000 m2 | 191.10000 382.20| 181.92000 363.84| 190.00000 380.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0048 805-01815 4.000 EACH| 1922.87000 7691.48| 1830.53000 7322.12| 1925.00000 7700.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0049 805-01842 4.000 EACH| 893.33000 3573.32| 850.43000 3401.72| 900.00000 3600.00 HANDHOLE, SIGNAL | | | 0050 805-01844 231.000 m | 53.38000 12330.78| 50.82000 11739.42| 53.00000 12243.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 805-02087 LUMP| 792.42000 792.42| 754.37000 754.37| 785.00000 785.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0052 805-02152 4.000 EACH| 508.27000 2033.08| 483.86000 1935.44| 505.00000 2020.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0053 805-78100 1.000 EACH| 11493.33000 11493.33| 10941.39000 10941.39| 11500.00000 11500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0054 805-78205 1.000 EACH| 727.70000 727.70| 692.75000 692.75| 725.00000 725.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0055 805-78230 7.000 EACH| 1172.02000 8204.14| 1115.74000 7810.18| 1175.00000 8225.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0056 805-78415 4.000 EACH| 1066.20000 4264.80| 1015.00000 4060.00| 1065.00000 4260.00 SPAN, CATENARY, AND TETHER | | | 0057 805-78420 4.000 EACH| 252.08000 1008.32| 239.97000 959.88| 255.00000 1020.00 DISCONNECT HANGER | | | 0058 805-78445 1.000 EACH| 352.95000 352.95| 336.00000 336.00| 350.00000 350.00 SIGNAL SERVICE | | | 0059 805-78467 15.000 m | 8.03000 120.45| 7.64000 114.60| 8.00000 120.00 SIGNAL CABLE, 3C 8GA. | | | 0060 805-78470 1872.000 m | 0.35000 655.20| 0.33000 617.76| 0.35000 655.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0061 805-78480 113.000 m | 5.35000 604.55| 5.09000 575.17| 5.30000 598.90 SIGNAL CABLE, 3C 14GA. | | | 0062 805-78485 137.000 m | 6.62000 906.94| 6.30000 863.10| 6.90000 945.30 SIGNAL CABLE, 5C 14GA. | | | 0063 805-78490 246.000 m | 6.96000 1712.16| 6.63000 1630.98| 7.00000 1722.00 SIGNAL CABLE, 7C 14GA. | | | 0064 805-78510 571.000 m | 4.38000 2500.98| 4.17000 2381.07| 4.50000 2569.50 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0065 805-78785 12.000 EACH| 740.14000 8881.68| 704.60000 8455.20| 735.00000 8820.00 SIGNAL DETECTOR HOUSING | | | 0066 805-78795 624.000 m | 23.54000 14688.96| 22.41000 13983.84| 23.50000 14664.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0067 805-78925 1.000 EACH| 1221.94000 1221.94| 1163.26000 1163.26| 1225.00000 1225.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0068 805-81032 4.000 EACH| 2647.73000 10590.92| 2520.58000 10082.32| 2650.00000 10600.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1151771 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 805-92504 6.000 EACH| 283.97000 1703.82| 270.33000 1621.98| 285.00000 1710.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0070 805-96121 4.000 EACH| 197.26000 789.04| 187.79000 751.16| 197.00000 788.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0071 808-06701 18.000 m | 1.55000 27.90| 1.25000 22.50| 1.55000 27.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0072 808-06703 259.000 m | 1.55000 401.45| 1.25000 323.75| 1.55000 401.45 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-06716 902.000 m | 1.21000 1091.42| 1.20000 1082.40| 1.25000 1127.50 LINE, REMOVE | | | 0074 808-75245 444.000 m | 1.55000 688.20| 1.25000 555.00| 1.55000 688.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0075 808-75278 20.000 m | 6.44000 128.80| 7.00000 140.00| 6.40000 128.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0076 808-75297 46.000 m | 12.88000 592.48| 12.50000 575.00| 12.00000 552.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0077 808-75300 91.000 m | 3.21000 292.11| 3.30000 300.30| 3.20000 291.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0078 808-75320 11.000 EACH| 55.67000 612.37| 60.00000 660.00| 55.00000 605.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0079 808-75325 7.000 EACH| 80.88000 566.16| 75.00000 525.00| 80.00000 560.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 387,589.80| $ 425,289.79| $ 476,876.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,589.80| $ 425,289.79| $ 476,876.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2600.00000 20800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 26000.00000 26000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 539.000 m2 | 20.00000 10780.00| | PAVEMENT REMOVAL | | | 0006 202-02278 291.000 m | 26.00000 7566.00| | CURB, CONCRETE, REMOVE | | | 0007 202-52710 177.000 m2 | 19.00000 3363.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-74045 7.000 EACH| 59.00000 413.00| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-86946 4.000 EACH| 353.00000 1412.00| | HANDHOLE, REMOVE | | | 0010 202-90277 6.000 EACH| 400.00000 2400.00| | DETECTOR HOUSING, REMOVE | | | 0011 202-91385 2.000 EACH| 600.00000 1200.00| | INLET, REMOVE | | | 0012 202-93995 4.000 EACH| 700.00000 2800.00| | SIGNAL POLE FOUNDATION, REMOVE | | | 0013 202-96133 5.000 m | 86.00000 430.00| | PIPE, REMOVE | | | 0014 203-02000 502.000 m3 | 70.00000 35140.00| | EXCAVATION, COMMON | | | 0015 207-07500 580.000 m2 | 40.00000 23200.00| | SUBGRADE TREATMENT, TYPE C | | | 0016 211-07454 15.000 m3 | 44.00000 660.00| | STRUCTURE BACKFILL | | | 0017 301-07448 171.000 Mg | 53.00000 9063.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 304-07494 339.000 Mg | 110.00000 37290.00| | WIDENING WITH HMA, TYPE C | | | 0019 306-08038 3283.000 m2 | 3.50000 11490.50| | MILLING, ASPHALT, 100 mm | | | 0020 401-07334 332.000 Mg | 66.00000 21912.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07403 553.000 Mg | 47.00000 25991.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0022 405-05518 580.000 m2 | 2.50000 1450.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.000 Mg | 210.00000 420.00| | ASPHALT FOR TACK COAT | | | 0024 604-07899 7.000 m2 | 127.00000 889.00| | CURB RAMP, CONCRETE, E | | | 0025 604-07900 22.000 m2 | 127.00000 2794.00| | CURB RAMP, CONCRETE, F | | | 0026 604-07901 17.000 m2 | 127.00000 2159.00| | CURB RAMP. CONCRETE, G | | | 0027 604-07902 15.000 m2 | 127.00000 1905.00| | CURB RAMP, CONCRETE, H | | | 0028 604-91531 232.000 m2 | 57.00000 13224.00| | SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06120 132.000 m | 116.00000 15312.00| | CURB, CONCRETE | | | 0030 605-06140 297.000 m | 117.00000 34749.00| | CURB AND GUTTER, CONCRETE | | | 0031 611-05330 480.000 m2 | 65.00000 31200.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0032 615-06490 18.000 EACH| 130.00000 2340.00| | RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 518.00000 2072.00| | MONUMENT, B | | | 0034 621-06575 541.000 m2 | 5.00000 2705.00| | SODDING, NURSERY | | | 0035 715-05149 22.000 m | 175.00000 3850.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 720-01894 2.000 EACH| 1170.00000 2340.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0037 720-44000 4.000 EACH| 500.00000 2000.00| | CASTING, ADJUST TO GRADE | | | 0038 720-98174 4.000 EACH| 2500.00000 10000.00| | INLET, B15 | | | 0039 801-06207 1799.000 m | 3.65000 6566.35| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0040 801-06211 10.000 EACH| 82.00000 820.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06218 50.000 m | 22.00000 1100.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0042 801-06640 16.000 EACH| 87.00000 1392.00| | CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 20000.00000 20000.00| | MAINTAINING TRAFFIC | | | 0044 802-05701 13.000 m | 44.00000 572.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0045 802-76025 8.000 m2 | 155.00000 1240.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0046 802-76035 1.000 m2 | 234.00000 234.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0047 802-76045 2.000 m2 | 221.00000 442.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0048 805-01815 4.000 EACH| 1855.00000 7420.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0049 805-01842 4.000 EACH| 788.00000 3152.00| | HANDHOLE, SIGNAL | | | 0050 805-01844 231.000 m | 59.00000 13629.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0051 805-02087 LUMP| 600.00000 600.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0052 805-02152 4.000 EACH| 418.00000 1672.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0053 805-78100 1.000 EACH| 11600.00000 11600.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0054 805-78205 1.000 EACH| 685.00000 685.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0055 805-78230 7.000 EACH| 1210.00000 8470.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 805-78415 4.000 EACH| 1560.00000 6240.00| | SPAN, CATENARY, AND TETHER | | | 0057 805-78420 4.000 EACH| 247.00000 988.00| | DISCONNECT HANGER | | | 0058 805-78445 1.000 EACH| 550.00000 550.00| | SIGNAL SERVICE | | | 0059 805-78467 15.000 m | 6.00000 90.00| | SIGNAL CABLE, 3C 8GA. | | | 0060 805-78470 1872.000 m | 1.20000 2246.40| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0061 805-78480 113.000 m | 2.30000 259.90| | SIGNAL CABLE, 3C 14GA. | | | 0062 805-78485 137.000 m | 3.80000 520.60| | SIGNAL CABLE, 5C 14GA. | | | 0063 805-78490 246.000 m | 4.00000 984.00| | SIGNAL CABLE, 7C 14GA. | | | 0064 805-78510 571.000 m | 2.30000 1313.30| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0065 805-78785 12.000 EACH| 562.00000 6744.00| | SIGNAL DETECTOR HOUSING | | | 0066 805-78795 624.000 m | 28.80000 17971.20| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0067 805-78925 1.000 EACH| 850.00000 850.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0068 805-81032 4.000 EACH| 3200.00000 12800.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0069 805-92504 6.000 EACH| 375.00000 2250.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0070 805-96121 4.000 EACH| 555.00000 2220.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0071 808-06701 18.000 m | 1.50000 27.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0072 808-06703 259.000 m | 1.50000 388.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0073 808-06716 902.000 m | 1.40000 1262.80| | LINE, REMOVE | | | 0074 808-75245 444.000 m | 1.50000 666.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0075 808-75278 20.000 m | 8.00000 160.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,929.49 ROUTE : 9 CALL ORDER : 171 CONTRACT ID : R -27270-A COUNTIES : HANCOCK LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-75297 46.000 m | 15.00000 690.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0077 808-75300 91.000 m | 4.00000 364.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0078 808-75320 11.000 EACH| 71.00000 781.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0079 808-75325 7.000 EACH| 88.00000 616.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 524,896.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 524,896.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : Q518001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 3,548,000.00 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 3,553,933.97 100.1672% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,658,465.26 103.1134% 4 35-1139301 E & B PAVING, INC. $ 3,694,600.00 104.1319% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 3,785,639.54 106.6978% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 3,988,622.90 112.4189% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 70000.00000 70000.00| 55000.00000 55000.00| 64591.32000 64591.32 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 3000.00000 54000.00| 1900.00000 34200.00| 2882.15000 51878.70 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 175580.86000 175580.86| 160000.00000 160000.00| 167826.00000 167826.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 70000.00000 70000.00| 79000.00000 79000.00| 93230.00000 93230.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 2232.000 m3 | 20.00000 44640.00| 30.00000 66960.00| 49.14000 109680.48 EXCAVATION, COMMON | | | 0006 203-02070 9301.000 m3 | 1.00000 9301.00| 11.00000 102311.00| 0.01000 93.01 BORROW | | | 0007 205-06931 16.000 Mg | 200.00000 3200.00| 30.00000 480.00| 88.60000 1417.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 8.000 EACH| 55.00000 440.00| 75.00000 600.00| 76.53000 612.24 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06936 120.000 Mg | 100.00000 12000.00| 25.00000 3000.00| 65.32000 7838.40 TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 2181.000 m | 4.50000 9814.50| 4.84000 10556.04| 4.94000 10774.14 TEMPORARY SILT FENCE | | | 0011 207-07498 4530.000 m2 | 3.00000 13590.00| 5.00000 22650.00| 7.77000 35198.10 SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 9220.000 m3 | 20.00000 184400.00| 23.00000 212060.00| 19.64000 181080.80 STRUCTURE BACKFILL | | | 0013 303-01180 728.000 Mg | 20.00000 14560.00| 17.00000 12376.00| 24.70000 17981.60 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 304-07489 227.000 Mg | 100.00000 22700.00| 65.00000 14755.00| 105.00000 23835.00 HMA PATCHING, TYPE A | | | 0015 306-08034 1239.000 m2 | 4.00000 4956.00| 3.00000 3717.00| 4.49000 5563.11 MILLING, ASPHALT, 38 mm | | | 0016 306-08043 190.000 m2 | 2.25000 427.50| 3.00000 570.00| 7.88000 1497.20 MILLING, TRANSITION | | | 0021 406-05520 27.000 Mg | 175.00000 4725.00| 100.00000 2700.00| 290.00000 7830.00 ASPHALT FOR TACK COAT | | | 0022 601-05999 1.000 EACH| 45.00000 45.00| 29.00000 29.00| 45.92000 45.92 CURVED TERMINAL END | | | 0023 601-94689 1.000 EACH| 2600.00000 2600.00| 2600.00000 2600.00| 2653.04000 2653.04 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 38.000 m | 44.00000 1672.00| 50.00000 1900.00| 44.90000 1706.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 604-07897 5.000 m2 | 200.00000 1000.00| 130.00000 650.00| 221.51000 1107.55 CURB RAMP, CONCRETE, C | | | 0026 604-07899 8.000 m2 | 190.00000 1520.00| 136.00000 1088.00| 214.80000 1718.40 CURB RAMP, CONCRETE, E | | | 0027 604-07900 12.000 m2 | 190.00000 2280.00| 128.00000 1536.00| 136.62000 1639.44 CURB RAMP, CONCRETE, F | | | 0028 604-07901 284.000 m2 | 190.00000 53960.00| 125.00000 35500.00| 152.98000 43446.32 CURB RAMP. CONCRETE, G | | | 0029 604-07902 220.000 m2 | 190.00000 41800.00| 129.00000 28380.00| 149.62000 32916.40 CURB RAMP, CONCRETE, H | | | 0030 604-91531 3377.000 m2 | 31.00000 104687.00| 27.00000 91179.00| 29.00000 97933.00 SIDEWALK, CONCRETE, 100 mm | | | 0031 605-06140 2442.000 m | 46.00000 112332.00| 52.00000 126984.00| 42.76000 104419.92 CURB AND GUTTER, CONCRETE | | | 0032 605-06270 101.000 m2 | 80.00000 8080.00| 66.50000 6716.50| 84.23000 8507.23 CENTER CURB, C, CONCRETE, MODIFIED | | | 0033 610-07486 220.000 Mg | 89.00000 19580.00| 70.00000 15400.00| 127.00000 27940.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-05330 2647.000 m2 | 46.00000 121762.00| 43.00000 113821.00| 47.08000 124620.76 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0035 611-06497 18.000 EACH| 166.00000 2988.00| 135.00000 2430.00| 175.24000 3154.32 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 2.000 EACH| 200.00000 400.00| 170.00000 340.00| 209.94000 419.88 MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06505 12.000 EACH| 495.00000 5940.00| 475.00000 5700.00| 505.10000 6061.20 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 615-06527 2.000 EACH| 450.00000 900.00| 545.00000 1090.00| 459.18000 918.36 MONUMENT, SECTION CORNER | | | 0039 616-02320 89.000 m2 | 2.00000 178.00| 2.86000 254.54| 3.49000 310.61 GEOTEXTILES | | | 0040 616-06405 105.000 Mg | 25.00000 2625.00| 27.00000 2835.00| 34.21000 3592.05 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH| 525.00000 1050.00| 300.00000 600.00| 306.12000 612.24 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06560 1000.000 m2 | 0.70000 700.00| 0.65000 650.00| 0.66000 660.00 MULCHED SEEDING, U | | | 0043 621-06567 246.000 kL | 2.50000 615.00| 1.00000 246.00| 1.02000 250.92 WATER | | | 0044 621-06575 15562.000 m2 | 3.00000 46686.00| 4.30000 66916.60| 2.96000 46063.52 SODDING, NURSERY | | | 0045 622-91786 100.000 EACH| 10.00000 1000.00| 8.50000 850.00| 8.67000 867.00 SEEDLING | | | 0046 715-01336 8.000 EACH| 1200.00000 9600.00| 1154.00000 9232.00| 1761.29000 14090.32 GATE VALVE, 300 mm , AND VALVE BOX | | | 0047 715-01963 2.000 EACH| 5000.00000 10000.00| 6589.00000 13178.00| 6252.52000 12505.04 TAPPING SLEEVE, 300 mm , WITH TAPPING | | | VALVE, 300mm, AND VALVE BOX | | | 0048 715-02874 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 796.52000 1593.04 CURB STOP WITH BOX , 50 mm | | | 0049 715-04632 1.000 EACH| 450.00000 450.00| 1300.00000 1300.00| 1253.34000 1253.34 PIPE END SECTION, PRECAST CONCRETE, 900 | | | mm | | | 0050 715-05024 478.000 m | 210.00000 100380.00| 220.00000 105160.00| 207.28000 99079.84 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0051 715-05048 2676.000 m | 9.00000 24084.00| 10.00000 26760.00| 11.22000 30024.72 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0052 715-05151 662.000 m | 110.00000 72820.00| 120.00000 79440.00| 117.38000 77705.56 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05152 132.000 m | 120.00000 15840.00| 100.00000 13200.00| 114.25000 15081.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0054 715-05154 350.000 m | 160.00000 56000.00| 110.00000 38500.00| 156.09000 54631.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05156 225.000 m | 200.00000 45000.00| 160.00000 36000.00| 163.92000 36882.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0056 715-05163 41.000 m | 300.00000 12300.00| 570.00000 23370.00| 399.82000 16392.62 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 715-05408 296.000 m | 150.00000 44400.00| 131.20000 38835.20| 167.31000 49523.76 PIPE, SANITARY SEWER, 200 mm | | | 0058 715-05408 408.000 m | 120.00000 48960.00| 86.26000 35194.08| 129.56000 52860.48 PIPE, SANITARY SEWER, 200 mm ,FORCE MAIN| | | 0059 715-05409 628.000 m | 85.00000 53380.00| 141.70000 88987.60| 210.60000 132256.80 PIPE, SANITARY SEWER, 250 mm | | | 0060 715-05711 28.000 m | 130.00000 3640.00| 131.20000 3673.60| 192.51000 5390.28 PIPE, SANITARY SEWER, 150 mm ,SERVICE | | | LATERAL | | | 0061 715-05841 2.000 EACH| 1235.68000 2471.36| 2600.00000 5200.00| 2365.82000 4731.64 CONCRETE ANCHOR, 1500 mm | | | 0062 715-46005 8.000 EACH| 333.16000 2665.28| 552.13000 4417.04| 356.44000 2851.52 PIPE END SECTION, 375 mm | | | 0063 715-90052 LUMP| 328000.00000 328000.00| 92153.00000 92153.00| 138638.11000 138638.11 LIFT STATION | | | 0064 715-90052 LUMP| 50000.00000 50000.00| 17574.00000 17574.00| 9420.08000 9420.08 LIFT STATION ABANDON EXISTING | | | 0065 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.35000 3350.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0066 718-52610 605.000 m3 | 35.00000 21175.00| 35.20000 21296.00| 35.92000 21731.60 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 8003.000 m2 | 2.00000 16006.00| 1.75000 14005.25| 1.79000 14325.37 GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-44296 1.000 EACH| 500.00000 500.00| 200.00000 200.00| 989.37000 989.37 CAP INLET | | | 0069 720-45030 1.000 EACH| 1500.00000 1500.00| 1100.00000 1100.00| 1256.32000 1256.32 INLET, E7 | | | 0070 720-45035 3.000 EACH| 1500.00000 4500.00| 1200.00000 3600.00| 1391.57000 4174.71 INLET, F7 | | | 0071 720-45045 13.000 EACH| 1800.00000 23400.00| 1400.00000 18200.00| 1581.97000 20565.61 INLET, J10 | | | 0072 720-45055 17.000 EACH| 1900.00000 32300.00| 1400.00000 23800.00| 1568.87000 26670.79 INLET, M10 | | | 0073 720-45265 3.000 EACH| 1400.00000 4200.00| 600.00000 1800.00| 1632.21000 4896.63 PIPE CATCH BASIN, 375 mm | | | 0074 720-45410 6.000 EACH| 1700.00000 10200.00| 1500.00000 9000.00| 1703.70000 10222.20 MANHOLE, C4 | | | 0075 720-45410 9.000 EACH| 1800.00000 16200.00| 2450.00000 22050.00| 5241.96000 47177.64 MANHOLE, C4 , SANITARY | | | 0076 720-45415 5.000 EACH| 2600.00000 13000.00| 2300.00000 11500.00| 2365.60000 11828.00 MANHOLE, D4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 720-45520 2.000 EACH| 7500.00000 15000.00| 11000.00000 22000.00| 6917.88000 13835.76 MANHOLE, E4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0078 720-45525 1.000 EACH| 9500.00000 9500.00| 12000.00000 12000.00| 13054.37000 13054.37 MANHOLE, F4, MODIFIED | | | 0079 720-94157 2.000 EACH| 1700.00000 3400.00| 2000.00000 4000.00| 1669.55000 3339.10 MANHOLE, C with Beehive casting | | | 0080 720-94612 1.000 EACH| 3300.00000 3300.00| 4800.00000 4800.00| 3060.70000 3060.70 MANHOLE, K4 | | | 0081 720-95335 1.000 EACH| 12000.00000 12000.00| 16000.00000 16000.00| 9835.00000 9835.00 MANHOLE, M4 | | | 0082 720-95409 3.000 EACH| 6500.00000 19500.00| 4800.00000 14400.00| 6804.35000 20413.05 MANHOLE, J4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0083 720-95422 3.000 EACH| 3000.00000 9000.00| 3200.00000 9600.00| 2896.52000 8689.56 MANHOLE, J4 | | | 0084 720-97962 1.000 EACH| 60000.00000 60000.00| 46000.00000 46000.00| 47827.15000 47827.15 MANHOLE, G4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0085 720-98174 2.000 EACH| 2400.00000 4800.00| 1900.00000 3800.00| 2008.02000 4016.04 INLET, B15 | | | 0086 720-98555 2.000 EACH| 2600.00000 5200.00| 1900.00000 3800.00| 2039.45000 4078.90 INLET, C15 | | | 0087 720-98625 1.000 EACH| 2100.00000 2100.00| 3150.00000 3150.00| 10024.82000 10024.82 MANHOLE, C4, DROP , SANITARY | | | 0088 720-98869 1.000 EACH| 50000.00000 50000.00| 30000.00000 30000.00| 32691.41000 32691.41 MANHOLE, L4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0089 732-03718 1.000 EACH| 4500.00000 4500.00| 4798.00000 4798.00| 3787.80000 3787.80 AIR VACUUM RELEASE VALVE STRUCTURE , | | | AND VALVE | | | 0090 732-03942 2.000 EACH| 2500.00000 5000.00| 2273.00000 4546.00| 1073.39000 2146.78 HYDRANT , POST ASSEMBLY | | | 0091 732-04750 2.000 EACH| 260.00000 520.00| 400.00000 800.00| 461.61000 923.22 CORPORATION STOP , 50 mm | | | 0092 732-04926 1.000 EACH| 3000.00000 3000.00| 5000.00000 5000.00| 8029.09000 8029.09 VALVE , CHECK, AND VALVE VAULT | | | 0093 732-04926 1.000 EACH| 6000.00000 6000.00| 1500.00000 1500.00| 10307.86500 10307.86 VALVE , INSERTION, 300 mm, AND VALVE BOX| | | 0094 732-04965 8.000 m | 900.00000 7200.00| 50.00000 400.00| 220.44000 1763.52 WATER SERVICE LINE , 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 732-91742 5.000 EACH| 2500.00000 12500.00| 2775.00000 13875.00| 2662.64000 13313.20 FIRE HYDRANT , ASSEMBLY | | | 0096 732-91742 5.000 EACH| 1200.00000 6000.00| 2000.00000 10000.00| 1996.39000 9981.95 FIRE HYDRANT , REMOVE AND RELOCATE | | | 0097 732-96670 680.000 m | 110.00000 74800.00| 172.82000 117517.60| 155.28000 105590.40 WATER MAIN, DUCTILE IRON, 300 mm | | | 0098 801-06203 10400.000 m | 0.30000 3120.00| 0.39000 4056.00| 0.40000 4160.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0099 801-06207 5200.000 m | 2.60000 13520.00| 3.28000 17056.00| 3.35000 17420.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0100 801-06640 22.000 EACH| 149.00000 3278.00| 212.00000 4664.00| 216.33000 4759.26 CONSTRUCTION SIGN, A | | | 0101 801-06775 LUMP| 20000.00000 20000.00| 65000.00000 65000.00| 138095.58000 138095.58 MAINTAINING TRAFFIC | | | 0102 801-07119 20.000 m | 50.00000 1000.00| 49.00000 980.00| 50.00000 1000.00 BARRICADE, III-B | | | 0103 802-05701 60.000 m | 60.00000 3600.00| 56.30000 3378.00| 57.45000 3447.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0104 802-76025 11.000 m2 | 150.00000 1650.00| 147.11000 1618.21| 150.11000 1651.21 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 802-76035 4.000 m2 | 195.00000 780.00| 189.46000 757.84| 193.33000 773.32 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0106 802-76045 6.000 m2 | 190.00000 1140.00| 183.77000 1102.62| 187.52000 1125.12 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0107 805-01816 6.000 EACH| 1700.00000 10200.00| 1676.32000 10057.92| 1710.52000 10263.12 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0108 805-01842 4.000 EACH| 750.00000 3000.00| 743.94000 2975.76| 759.12000 3036.48 HANDHOLE, SIGNAL | | | 0109 805-01879 2.000 EACH| 500.00000 1000.00| 496.20000 992.40| 506.32000 1012.64 SIGNAL SERVICE, INSTALL | | | 0110 805-02077 6.000 EACH| 6500.00000 39000.00| 6241.31000 37447.86| 6368.63000 38211.78 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | ORNAMENTAL | | | 0111 805-02352 860.000 m | 1.00000 860.00| 27.20000 23392.00| 27.75000 23865.00 WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-02426 460.000 m | 1.00000 460.00| 17.39000 7999.40| 17.74000 8160.40 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0113 805-06592 705.000 m | 30.00000 21150.00| 27.69000 19521.45| 28.25000 19916.25 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0114 805-06834 1.000 EACH| 9000.00000 9000.00| 8865.54000 8865.54| 9046.40000 9046.40 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0115 805-78010 1.000 EACH| 1200.00000 1200.00| 1165.77000 1165.77| 1189.55000 1189.55 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0116 805-78190 4.000 EACH| 325.00000 1300.00| 326.28000 1305.12| 332.94000 1331.76 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0117 805-78205 8.000 EACH| 650.00000 5200.00| 638.72000 5109.76| 651.75000 5214.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0118 805-78230 4.000 EACH| 1000.00000 4000.00| 1002.25000 4009.00| 1022.70000 4090.80 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0119 805-78355 8.000 EACH| 275.00000 2200.00| 266.15000 2129.20| 271.58000 2172.64 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0120 805-78467 55.000 m | 4.25000 233.75| 4.23000 232.65| 4.32000 237.60 SIGNAL CABLE, 3C 8GA. | | | 0121 805-78470 985.000 m | 2.75000 2708.75| 2.72000 2679.20| 2.78000 2738.30 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-78480 400.000 m | 2.90000 1160.00| 2.80000 1120.00| 2.86000 1144.00 SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 420.000 m | 3.15000 1323.00| 3.13000 1314.60| 3.19000 1339.80 SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 175.000 m | 3.30000 577.50| 3.30000 577.50| 3.37000 589.75 SIGNAL CABLE, 7C 14GA. | | | 0125 805-78510 615.000 m | 2.50000 1537.50| 2.47000 1519.05| 2.52000 1549.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0126 805-78785 8.000 EACH| 815.00000 6520.00| 810.66000 6485.28| 827.20000 6617.60 SIGNAL DETECTOR HOUSING | | | 0127 805-78795 435.000 m | 16.00000 6960.00| 15.92000 6925.20| 16.24000 7064.40 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0128 805-78925 1.000 EACH| 950.00000 950.00| 931.66000 931.66| 950.87000 950.87 CONTROLLER CABINET FOUNDATION, P1 | | | 0129 805-92504 8.000 EACH| 92.00000 736.00| 91.16000 729.28| 93.02000 744.16 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 805-96121 8.000 EACH| 125.00000 1000.00| 125.35000 1002.80| 127.91000 1023.28 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0131 808-03114 4.000 EACH| 75.00000 300.00| 75.00000 300.00| 76.53000 306.12 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 2.4 m | | | 0132 808-03439 61.000 m | 10.00000 610.00| 9.75000 594.75| 9.95000 606.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0133 808-03775 4.000 EACH| 75.00000 300.00| 95.00000 380.00| 96.94000 387.76 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (BIKE) WORD (PED) | | | 0134 808-06701 571.000 m | 1.00000 571.00| 2.53000 1444.63| 2.58000 1473.18 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0135 808-06703 582.000 m | 1.00000 582.00| 1.12000 651.84| 1.14000 663.48 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0136 808-06713 372.000 m | 1.00000 372.00| 0.62000 230.64| 0.63000 234.36 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0137 808-06716 350.000 m | 2.50000 875.00| 0.38000 133.00| 0.39000 136.50 LINE, REMOVE | | | 0138 808-75240 330.000 m | 1.00000 330.00| 2.46000 811.80| 2.51000 828.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0139 808-75245 2913.000 m | 1.00000 2913.00| 1.14000 3320.82| 1.16000 3379.08 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0140 808-75278 37.000 m | 5.00000 185.00| 4.25000 157.25| 4.34000 160.58 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0141 808-75297 74.000 m | 10.00000 740.00| 10.50000 777.00| 10.71000 792.54 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0142 808-75300 174.000 m | 2.50000 435.00| 3.38000 588.12| 3.45000 600.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0143 808-75320 19.000 EACH| 55.00000 1045.00| 54.00000 1026.00| 55.10000 1046.90 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0144 808-75325 19.000 EACH| 75.00000 1425.00| 57.00000 1083.00| 58.16000 1105.04 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1151771 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 401-07429 4076.000 Mg | 42.00000 171192.00| 46.00000 187496.00| 40.50000 165078.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0146 401-07334 2697.000 Mg | 56.00000 151032.00| 63.00000 169911.00| 56.75000 153054.75 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0147 401-07403 4228.000 Mg | 39.00000 164892.00| 43.00000 181804.00| 38.00000 160664.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0148 401-07418 8678.000 Mg | 35.00000 303730.00| 43.00000 373154.00| 34.00000 295052.00 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0149 402-07441 61.000 Mg | 90.00000 5490.00| 53.00000 3233.00| 80.00000 4880.00 HMA BASE, TYPE B | | | 0150 404-05511 126.000 m2 | 15.00000 1890.00| 5.50000 693.00| 22.00000 2772.00 SEAL COAT, 2 | | | SECTION TOTALS | $ 3,548,000.00| $ 3,553,933.97| $ 3,658,465.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,548,000.00| $ 3,553,933.97| $ 3,658,465.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 |(6) 35-0999231 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 40000.00000 40000.00| 68422.98000 68422.98| 55610.00000 55610.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2250.00000 40500.00| 2367.24000 42610.32| 1500.00000 27000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 183900.00000 183900.00| 210700.00000 210700.00| 200000.00000 200000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 125000.00000 125000.00| 141600.00000 141600.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 2232.000 m3 | 25.00000 55800.00| 27.00000 60264.00| 65.00000 145080.00 EXCAVATION, COMMON | | | 0006 203-02070 9301.000 m3 | 10.50000 97660.50| 10.75000 99985.75| 4.00000 37204.00 BORROW | | | 0007 205-06931 16.000 Mg | 26.00000 416.00| 27.00000 432.00| 60.00000 960.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 8.000 EACH| 75.00000 600.00| 80.00000 640.00| 61.00000 488.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06936 120.000 Mg | 26.00000 3120.00| 26.00000 3120.00| 12.00000 1440.00 TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 2181.000 m | 4.84000 10556.04| 5.00000 10905.00| 5.00000 10905.00 TEMPORARY SILT FENCE | | | 0011 207-07498 4530.000 m2 | 10.25000 46432.50| 11.50000 52095.00| 10.00000 45300.00 SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 9220.000 m3 | 23.00000 212060.00| 23.00000 212060.00| 51.00000 470220.00 STRUCTURE BACKFILL | | | 0013 303-01180 728.000 Mg | 32.00000 23296.00| 35.00000 25480.00| 34.00000 24752.00 COMPACTED AGGREGATE, NO. 53 | | | 0014 304-07489 227.000 Mg | 100.00000 22700.00| 100.00000 22700.00| 117.00000 26559.00 HMA PATCHING, TYPE A | | | 0015 306-08034 1239.000 m2 | 5.40000 6690.60| 5.75000 7124.25| 3.00000 3717.00 MILLING, ASPHALT, 38 mm | | | 0016 306-08043 190.000 m2 | 22.95000 4360.50| 6.00000 1140.00| 5.00000 950.00 MILLING, TRANSITION | | | 0021 406-05520 27.000 Mg | 200.00000 5400.00| 175.00000 4725.00| 323.00000 8721.00 ASPHALT FOR TACK COAT | | | 0022 601-05999 1.000 EACH| 40.00000 40.00| 30.00000 30.00| 50.00000 50.00 CURVED TERMINAL END | | | 0023 601-94689 1.000 EACH| 2900.00000 2900.00| 2700.00000 2700.00| 2892.00000 2892.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 38.000 m | 90.00000 3420.00| 55.00000 2090.00| 49.00000 1862.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 |(6) 35-0999231 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0025 604-07897 5.000 m2 | 112.00000 560.00| 75.00000 375.00| 200.00000 1000.00 CURB RAMP, CONCRETE, C | | | 0026 604-07899 8.000 m2 | 112.00000 896.00| 75.00000 600.00| 190.00000 1520.00 CURB RAMP, CONCRETE, E | | | 0027 604-07900 12.000 m2 | 112.00000 1344.00| 75.00000 900.00| 190.00000 2280.00 CURB RAMP, CONCRETE, F | | | 0028 604-07901 284.000 m2 | 112.00000 31808.00| 75.00000 21300.00| 190.00000 53960.00 CURB RAMP. CONCRETE, G | | | 0029 604-07902 220.000 m2 | 112.00000 24640.00| 75.00000 16500.00| 190.00000 41800.00 CURB RAMP, CONCRETE, H | | | 0030 604-91531 3377.000 m2 | 23.75000 80203.75| 34.00000 114818.00| 27.00000 91179.00 SIDEWALK, CONCRETE, 100 mm | | | 0031 605-06140 2442.000 m | 39.50000 96459.00| 29.50000 72039.00| 46.00000 112332.00 CURB AND GUTTER, CONCRETE | | | 0032 605-06270 101.000 m2 | 185.00000 18685.00| 66.00000 6666.00| 72.00000 7272.00 CENTER CURB, C, CONCRETE, MODIFIED | | | 0033 610-07486 220.000 Mg | 110.00000 24200.00| 89.00000 19580.00| 141.00000 31020.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-05330 2647.000 m2 | 38.50000 101909.50| 45.00000 119115.00| 46.00000 121762.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0035 611-06497 18.000 EACH| 130.00000 2340.00| 145.00000 2610.00| 185.00000 3330.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 611-06498 2.000 EACH| 170.00000 340.00| 180.00000 360.00| 222.00000 444.00 MAILBOX ASSEMBLY, DOUBLE | | | 0037 615-06505 12.000 EACH| 400.00000 4800.00| 500.00000 6000.00| 551.00000 6612.00 MONUMENT, B | | | 0038 615-06527 2.000 EACH| 300.00000 600.00| 550.00000 1100.00| 501.00000 1002.00 MONUMENT, SECTION CORNER | | | 0039 616-02320 89.000 m2 | 2.75000 244.75| 2.75000 244.75| 4.00000 356.00 GEOTEXTILES | | | 0040 616-06405 105.000 Mg | 26.00000 2730.00| 28.00000 2940.00| 35.00000 3675.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH| 300.00000 600.00| 325.00000 650.00| 584.00000 1168.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06560 1000.000 m2 | 0.65000 650.00| 0.70000 700.00| 0.80000 800.00 MULCHED SEEDING, U | | | 0043 621-06567 246.000 kL | 1.00000 246.00| 1.00000 246.00| 3.00000 738.00 WATER | | | 0044 621-06575 15562.000 m2 | 3.50000 54467.00| 3.75000 58357.50| 3.00000 46686.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 |(6) 35-0999231 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0045 622-91786 100.000 EACH| 8.50000 850.00| 9.00000 900.00| 10.00000 1000.00 SEEDLING | | | 0046 715-01336 8.000 EACH| 2300.00000 18400.00| 2400.00000 19200.00| 1748.00000 13984.00 GATE VALVE, 300 mm , AND VALVE BOX | | | 0047 715-01963 2.000 EACH| 4100.00000 8200.00| 4200.00000 8400.00| 4233.00000 8466.00 TAPPING SLEEVE, 300 mm , WITH TAPPING | | | VALVE, 300mm, AND VALVE BOX | | | 0048 715-02874 2.000 EACH| 285.00000 570.00| 300.00000 600.00| 514.00000 1028.00 CURB STOP WITH BOX , 50 mm | | | 0049 715-04632 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| 1657.00000 1657.00 PIPE END SECTION, PRECAST CONCRETE, 900 | | | mm | | | 0050 715-05024 478.000 m | 205.00000 97990.00| 215.00000 102770.00| 232.00000 110896.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0051 715-05048 2676.000 m | 9.75000 26091.00| 10.00000 26760.00| 8.00000 21408.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0052 715-05151 662.000 m | 100.00000 66200.00| 105.00000 69510.00| 167.00000 110554.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0053 715-05152 132.000 m | 108.00000 14256.00| 110.00000 14520.00| 165.00000 21780.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0054 715-05154 350.000 m | 139.00000 48650.00| 145.00000 50750.00| 155.00000 54250.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0055 715-05156 225.000 m | 171.00000 38475.00| 175.00000 39375.00| 158.00000 35550.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0056 715-05163 41.000 m | 521.00000 21361.00| 550.00000 22550.00| 429.00000 17589.00 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0057 715-05408 296.000 m | 119.00000 35224.00| 125.00000 37000.00| 100.00000 29600.00 PIPE, SANITARY SEWER, 200 mm | | | 0058 715-05408 408.000 m | 102.00000 41616.00| 110.00000 44880.00| 73.00000 29784.00 PIPE, SANITARY SEWER, 200 mm ,FORCE MAIN| | | 0059 715-05409 628.000 m | 134.00000 84152.00| 145.00000 91060.00| 135.00000 84780.00 PIPE, SANITARY SEWER, 250 mm | | | 0060 715-05711 28.000 m | 148.00000 4144.00| 155.00000 4340.00| 226.00000 6328.00 PIPE, SANITARY SEWER, 150 mm ,SERVICE | | | LATERAL | | | 0061 715-05841 2.000 EACH| 1090.00000 2180.00| 1100.00000 2200.00| 925.00000 1850.00 CONCRETE ANCHOR, 1500 mm | | | 0062 715-46005 8.000 EACH| 345.00000 2760.00| 350.00000 2800.00| 685.00000 5480.00 PIPE END SECTION, 375 mm | | | 0063 715-90052 LUMP| 85000.00000 85000.00| 90000.00000 90000.00| 70000.00000 70000.00 LIFT STATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 |(6) 35-0999231 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 715-90052 LUMP| 10000.00000 10000.00| 10800.00000 10800.00| 22770.00000 22770.00 LIFT STATION ABANDON EXISTING | | | 0065 718-06532 1000.000 m | 3.00000 3000.00| 3.50000 3500.00| 4.00000 4000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0066 718-52610 605.000 m3 | 36.00000 21780.00| 37.00000 22385.00| 53.00000 32065.00 AGGREGATE FOR UNDERDRAINS | | | 0067 718-99153 8003.000 m2 | 1.10000 8803.30| 1.25000 10003.75| 2.00000 16006.00 GEOTEXTILES FOR UNDERDRAIN | | | 0068 720-44296 1.000 EACH| 285.00000 285.00| 300.00000 300.00| 228.00000 228.00 CAP INLET | | | 0069 720-45030 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| 1023.00000 1023.00 INLET, E7 | | | 0070 720-45035 3.000 EACH| 1200.00000 3600.00| 1250.00000 3750.00| 1109.00000 3327.00 INLET, F7 | | | 0071 720-45045 13.000 EACH| 1500.00000 19500.00| 1600.00000 20800.00| 1445.00000 18785.00 INLET, J10 | | | 0072 720-45055 17.000 EACH| 1600.00000 27200.00| 1700.00000 28900.00| 1448.00000 24616.00 INLET, M10 | | | 0073 720-45265 3.000 EACH| 1100.00000 3300.00| 1200.00000 3600.00| 768.00000 2304.00 PIPE CATCH BASIN, 375 mm | | | 0074 720-45410 6.000 EACH| 1600.00000 9600.00| 1700.00000 10200.00| 1909.00000 11454.00 MANHOLE, C4 | | | 0075 720-45410 9.000 EACH| 2100.00000 18900.00| 2200.00000 19800.00| 2766.00000 24894.00 MANHOLE, C4 , SANITARY | | | 0076 720-45415 5.000 EACH| 3400.00000 17000.00| 3500.00000 17500.00| 2562.00000 12810.00 MANHOLE, D4 | | | 0077 720-45520 2.000 EACH| 19800.00000 39600.00| 21000.00000 42000.00| 16000.00000 32000.00 MANHOLE, E4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0078 720-45525 1.000 EACH| 11040.00000 11040.00| 11750.00000 11750.00| 12000.00000 12000.00 MANHOLE, F4, MODIFIED | | | 0079 720-94157 2.000 EACH| 1520.00000 3040.00| 1600.00000 3200.00| 1800.00000 3600.00 MANHOLE, C with Beehive casting | | | 0080 720-94612 1.000 EACH| 3700.00000 3700.00| 4000.00000 4000.00| 4000.00000 4000.00 MANHOLE, K4 | | | 0081 720-95335 1.000 EACH| 6660.00000 6660.00| 7000.00000 7000.00| 9000.00000 9000.00 MANHOLE, M4 | | | 0082 720-95409 3.000 EACH| 7920.00000 23760.00| 8200.00000 24600.00| 8000.00000 24000.00 MANHOLE, J4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0083 720-95422 3.000 EACH| 3850.00000 11550.00| 4000.00000 12000.00| 4000.00000 12000.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 |(6) 35-0999231 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 720-97962 1.000 EACH| 44000.00000 44000.00| 46000.00000 46000.00| 44000.00000 44000.00 MANHOLE, G4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0085 720-98174 2.000 EACH| 2200.00000 4400.00| 2300.00000 4600.00| 1729.00000 3458.00 INLET, B15 | | | 0086 720-98555 2.000 EACH| 2000.00000 4000.00| 2100.00000 4200.00| 1760.00000 3520.00 INLET, C15 | | | 0087 720-98625 1.000 EACH| 3000.00000 3000.00| 3100.00000 3100.00| 3269.00000 3269.00 MANHOLE, C4, DROP , SANITARY | | | 0088 720-98869 1.000 EACH| 27000.00000 27000.00| 29000.00000 29000.00| 43230.00000 43230.00 MANHOLE, L4, MODIFIED , STORMWATER | | | QUALITY STRUCTURE | | | 0089 732-03718 1.000 EACH| 2500.00000 2500.00| 2600.00000 2600.00| 5190.00000 5190.00 AIR VACUUM RELEASE VALVE STRUCTURE , | | | AND VALVE | | | 0090 732-03942 2.000 EACH| 1800.00000 3600.00| 1900.00000 3800.00| 1027.00000 2054.00 HYDRANT , POST ASSEMBLY | | | 0091 732-04750 2.000 EACH| 350.00000 700.00| 375.00000 750.00| 536.00000 1072.00 CORPORATION STOP , 50 mm | | | 0092 732-04926 1.000 EACH| 16000.00000 16000.00| 17000.00000 17000.00| 2854.00000 2854.00 VALVE , CHECK, AND VALVE VAULT | | | 0093 732-04926 1.000 EACH| 2500.00000 2500.00| 2600.00000 2600.00| 12340.00000 12340.00 VALVE , INSERTION, 300 mm, AND VALVE BOX| | | 0094 732-04965 8.000 m | 100.00000 800.00| 105.00000 840.00| 114.00000 912.00 WATER SERVICE LINE , 50 mm | | | 0095 732-91742 5.000 EACH| 2950.00000 14750.00| 3100.00000 15500.00| 2912.00000 14560.00 FIRE HYDRANT , ASSEMBLY | | | 0096 732-91742 5.000 EACH| 2500.00000 12500.00| 2600.00000 13000.00| 2627.00000 13135.00 FIRE HYDRANT , REMOVE AND RELOCATE | | | 0097 732-96670 680.000 m | 180.00000 122400.00| 190.00000 129200.00| 129.00000 87720.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0098 801-06203 10400.000 m | 0.39000 4056.00| 0.42000 4368.00| 0.40000 4160.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0099 801-06207 5200.000 m | 3.28000 17056.00| 3.50000 18200.00| 4.00000 20800.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0100 801-06640 22.000 EACH| 212.00000 4664.00| 250.00000 5500.00| 236.00000 5192.00 CONSTRUCTION SIGN, A | | | 0101 801-06775 LUMP| 222959.86000 222959.86| 229325.00000 229325.00| 74662.00000 74662.00 MAINTAINING TRAFFIC | | | 0102 801-07119 20.000 m | 49.00000 980.00| 75.00000 1500.00| 55.00000 1100.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 |(6) 35-0999231 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 802-05701 60.000 m | 48.00000 2880.00| 50.00000 3000.00| 53.00000 3180.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0104 802-76025 11.000 m2 | 176.00000 1936.00| 180.00000 1980.00| 196.00000 2156.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0105 802-76035 4.000 m2 | 184.00000 736.00| 190.00000 760.00| 205.00000 820.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0106 802-76045 6.000 m2 | 192.00000 1152.00| 200.00000 1200.00| 214.00000 1284.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0107 805-01816 6.000 EACH| 1610.00000 9660.00| 1650.00000 9900.00| 1791.00000 10746.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0108 805-01842 4.000 EACH| 800.00000 3200.00| 845.00000 3380.00| 890.00000 3560.00 HANDHOLE, SIGNAL | | | 0109 805-01879 2.000 EACH| 359.00000 718.00| 365.00000 730.00| 399.00000 798.00 SIGNAL SERVICE, INSTALL | | | 0110 805-02077 6.000 EACH| 9700.00000 58200.00| 9990.00000 59940.00| 10790.00000 64740.00 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | ORNAMENTAL | | | 0111 805-02352 860.000 m | 1.25000 1075.00| 1.35000 1161.00| 1.00000 860.00 WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0112 805-02426 460.000 m | 1.18000 542.80| 0.19000 87.40| 1.00000 460.00 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0113 805-06592 705.000 m | 47.00000 33135.00| 49.00000 34545.00| 52.00000 36660.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0114 805-06834 1.000 EACH| 4900.00000 4900.00| 5200.00000 5200.00| 5450.00000 5450.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0115 805-78010 1.000 EACH| 860.00000 860.00| 900.00000 900.00| 957.00000 957.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0116 805-78190 4.000 EACH| 300.00000 1200.00| 315.00000 1260.00| 334.00000 1336.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0117 805-78205 8.000 EACH| 520.00000 4160.00| 545.00000 4360.00| 578.00000 4624.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 |(6) 35-0999231 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 805-78230 4.000 EACH| 840.00000 3360.00| 865.00000 3460.00| 934.00000 3736.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0119 805-78355 8.000 EACH| 358.00000 2864.00| 365.00000 2920.00| 398.00000 3184.00 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0120 805-78467 55.000 m | 7.00000 385.00| 7.35000 404.25| 8.00000 440.00 SIGNAL CABLE, 3C 8GA. | | | 0121 805-78470 985.000 m | 0.30000 295.50| 0.32000 315.20| 0.30000 295.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0122 805-78480 400.000 m | 4.46000 1784.00| 4.50000 1800.00| 5.00000 2000.00 SIGNAL CABLE, 3C 14GA. | | | 0123 805-78485 420.000 m | 6.60000 2772.00| 6.75000 2835.00| 7.00000 2940.00 SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 175.000 m | 6.50000 1137.50| 6.75000 1181.25| 7.00000 1225.00 SIGNAL CABLE, 7C 14GA. | | | 0125 805-78510 615.000 m | 3.77000 2318.55| 4.08000 2509.20| 4.00000 2460.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0126 805-78785 8.000 EACH| 750.00000 6000.00| 775.00000 6200.00| 834.00000 6672.00 SIGNAL DETECTOR HOUSING | | | 0127 805-78795 435.000 m | 19.90000 8656.50| 20.00000 8700.00| 22.00000 9570.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0128 805-78925 1.000 EACH| 1030.00000 1030.00| 1100.00000 1100.00| 1146.00000 1146.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0129 805-92504 8.000 EACH| 147.00000 1176.00| 150.00000 1200.00| 164.00000 1312.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0130 805-96121 8.000 EACH| 227.00000 1816.00| 235.00000 1880.00| 252.00000 2016.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0131 808-03114 4.000 EACH| 75.00000 300.00| 205.00000 820.00| 83.00000 332.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 2.4 m | | | 0132 808-03439 61.000 m | 9.75000 594.75| 16.00000 976.00| 11.00000 671.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0133 808-03775 4.000 EACH| 95.00000 380.00| 205.00000 820.00| 106.00000 424.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (BIKE) WORD (PED) | | | 0134 808-06701 571.000 m | 2.53000 1444.63| 1.08000 616.68| 3.00000 1713.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0135 808-06703 582.000 m | 1.12000 651.84| 1.08000 628.56| 1.00000 582.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 191 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,524,393.49 ROUTE : CALL ORDER : 191 CONTRACT ID : R -27345-A COUNTIES : HENDRICKS LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-0918397 |(6) 35-0999231 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 808-06713 372.000 m | 0.62000 230.64| 1.08000 401.76| 0.70000 260.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0137 808-06716 350.000 m | 0.38000 133.00| 2.70000 945.00| 0.40000 140.00 LINE, REMOVE | | | 0138 808-75240 330.000 m | 2.46000 811.80| 1.08000 356.40| 3.00000 990.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0139 808-75245 2913.000 m | 1.14000 3320.82| 1.08000 3146.04| 1.00000 2913.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0140 808-75278 37.000 m | 4.25000 157.25| 7.00000 259.00| 5.00000 185.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0141 808-75297 74.000 m | 10.50000 777.00| 16.00000 1184.00| 12.00000 888.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0142 808-75300 174.000 m | 3.38000 588.12| 3.75000 652.50| 4.00000 696.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0143 808-75320 19.000 EACH| 54.00000 1026.00| 52.00000 988.00| 60.00000 1140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0144 808-75325 19.000 EACH| 57.00000 1083.00| 62.00000 1178.00| 63.00000 1197.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0145 401-07429 4076.000 Mg | 41.00000 167116.00| 41.00000 167116.00| 45.00000 183420.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0146 401-07334 2697.000 Mg | 55.00000 148335.00| 55.00000 148335.00| 63.00000 169911.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0147 401-07403 4228.000 Mg | 47.00000 198716.00| 38.00000 160664.00| 42.00000 177576.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0148 401-07418 8678.000 Mg | 37.00000 321086.00| 34.00000 295052.00| 38.00000 329764.00 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0149 402-07441 61.000 Mg | 100.00000 6100.00| 90.00000 5490.00| 89.00000 5429.00 HMA BASE, TYPE B | | | 0150 404-05511 126.000 m2 | 20.00000 2520.00| 15.00000 1890.00| 24.00000 3024.00 SEAL COAT, 2 | | | SECTION TOTALS | $ 3,694,600.00| $ 3,785,639.54| $ 3,988,622.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,694,600.00| $ 3,785,639.54| $ 3,988,622.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,495.98 ROUTE : 35 CALL ORDER : 201 CONTRACT ID : R -27375-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2632019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 336,834.49 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 373,428.35 110.8640% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1917625 | |B & P CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 7200.00000 7200.00| 7800.00000 7800.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1450.00000 10150.00| 1000.00000 7000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18650.00000 18650.00| 18500.00000 18500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 5150.00000 5150.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 166.000 SYS | 15.34000 2546.44| 25.00000 4150.00| PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 13000.00000 13000.00| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-96133 48.000 LFT | 11.00000 528.00| 28.00000 1344.00| PIPE, REMOVE | | | 0008 203-02000 2450.000 CYS | 11.50000 28175.00| 22.00000 53900.00| EXCAVATION, COMMON | | | 0009 205-03371 12.000 CYS | 10.00000 120.00| 24.00000 288.00| SEDIMENT, REMOVE | | | 0010 205-06932 432.000 LFT | 3.50000 1512.00| 6.50000 2808.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0011 205-06936 50.000 TON | 27.00000 1350.00| 17.00000 850.00| TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 925.000 LFT | 1.50000 1387.50| 1.60000 1480.00| TEMPORARY SILT FENCE | | | 0013 207-07500 1720.000 SYS | 5.35000 9202.00| 10.00000 17200.00| SUBGRADE TREATMENT, TYPE C | | | 0014 211-02050 50.000 CYS | 18.50000 925.00| 20.00000 1000.00| B BORROW | | | 0015 211-07454 208.000 CYS | 18.50000 3848.00| 13.00000 2704.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,495.98 ROUTE : 35 CALL ORDER : 201 CONTRACT ID : R -27375-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1917625 | |B & P CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 303-01180 1911.000 TON | 18.00000 34398.00| 18.00000 34398.00| COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08034 2741.000 SYS | 2.50000 6852.50| 2.60000 7126.60| MILLING, ASPHALT, 1 1/2 IN. | | | 0018 402-07434 241.100 TON | 76.00000 18323.60| 76.00000 18323.60| HMA SURFACE, TYPE C | | | 0019 402-07439 478.000 TON | 49.00000 23422.00| 49.00000 23422.00| HMA INTERMEDIATE, TYPE C | | | 0020 402-07440 375.000 TON | 52.00000 19500.00| 52.00000 19500.00| HMA BASE. TYPE A | | | 0021 402-07442 92.000 TON | 70.00000 6440.00| 70.00000 6440.00| HMA BASE, TYPE C | | | 0022 404-05511 1532.000 SYS | 1.50000 2298.00| 1.50000 2298.00| SEAL COAT, 2 | | | 0023 405-05518 2198.000 SYS | 0.50000 1099.00| 0.50000 1099.00| ASPHALT FOR PRIME COAT | | | 0024 406-05521 6722.000 SYS | 0.05000 336.10| 0.05000 336.10| ASPHALT FOR TACK COAT | | | 0025 601-06854 2.000 EACH| 2150.00000 4300.00| 2250.00000 4500.00| GUARDRAIL, W-BEAM, NESTED | | | 0026 601-94689 4.000 EACH| 2025.00000 8100.00| 2125.00000 8500.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 638.000 LFT | 12.75000 8134.50| 13.40000 8549.20| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-07486 146.000 TON | 79.00000 11534.00| 79.00000 11534.00| HMA FOR APPROACHES, TYPE A | | | 0029 611-06497 3.000 EACH| 200.00000 600.00| 150.00000 450.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 11.000 EACH| 108.00000 1188.00| 112.00000 1232.00| RIGHT OF WAY MARKER | | | 0031 615-06500 4.000 EACH| 470.00000 1880.00| 490.00000 1960.00| MONUMENT, A | | | 0032 615-06505 1.000 EACH| 480.00000 480.00| 500.00000 500.00| MONUMENT, B | | | 0033 616-02320 644.000 SYS | 3.70000 2382.80| 2.00000 1288.00| GEOTEXTILES | | | 0034 616-05688 278.000 TON | 25.00000 6950.00| 35.00000 9730.00| RIPRAP, CLASS 1 | | | 0035 616-06451 91.000 TON | 18.00000 1638.00| 30.00000 2730.00| RIPRAP, UNIFORM | | | 0036 621-01004 2.000 EACH| 600.00000 1200.00| 625.00000 1250.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,495.98 ROUTE : 35 CALL ORDER : 201 CONTRACT ID : R -27375-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1917625 | |B & P CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 621-01882 100.000 LBS | 2.90000 290.00| 3.10000 310.00| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0038 621-06545 1.000 TON | 335.00000 335.00| 350.00000 350.00| FERTILIZER | | | 0039 621-06548 10.000 LBS | 34.50000 345.00| 35.00000 350.00| SEED MIXTURE, CV | | | 0040 621-06553 210.000 LBS | 3.45000 724.50| 3.65000 766.50| SEED MIXTURE, R | | | 0041 621-06565 5.000 TON | 425.00000 2125.00| 450.00000 2250.00| MULCHING MATERIAL | | | 0042 621-06567 4.000 MG | 2.00000 8.00| 2.05000 8.20| WATER | | | 0043 621-06574 909.000 SYS | 4.45000 4045.05| 4.75000 4317.75| SODDING | | | 0044 622-52436 4.000 EACH| 28.00000 112.00| 29.50000 118.00| SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 40.000 EACH| 14.00000 560.00| 15.00000 600.00| SEEDLING | | | 0046 714-91847 123.000 LFT | 329.00000 40467.00| 380.00000 46740.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 5 FT. | | | 0047 715-03476 2.000 EACH| 600.00000 1200.00| 1400.00000 2800.00| SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0048 715-05123 67.000 LFT | 45.00000 3015.00| 90.00000 6030.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0049 801-04308 4.000 EACH| 160.00000 640.00| 155.00000 620.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 13.000 EACH| 60.00000 780.00| 59.00000 767.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 20.000 EACH| 73.00000 1460.00| 72.00000 1440.00| CONSTRUCTION SIGN, A | | | 0052 801-06645 4.000 EACH| 30.00000 120.00| 26.00000 104.00| CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 8250.00000 8250.00| 2200.00000 2200.00| MAINTAINING TRAFFIC | | | 0054 801-07119 72.000 LFT | 10.00000 720.00| 6.25000 450.00| BARRICADE, III-B | | | 0055 802-05701 18.000 LFT | 12.75000 229.50| 13.00000 234.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 802-76035 16.000 SFT | 16.35000 261.60| 17.00000 272.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 450,495.98 ROUTE : 35 CALL ORDER : 201 CONTRACT ID : R -27375-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1917625 | |B & P CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 804-06725 4.000 EACH| 18.00000 72.00| 19.00000 76.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0058 808-06712 125.000 LFT | 0.35000 43.75| 0.35000 43.75| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0059 808-06713 2180.000 LFT | 0.35000 763.00| 0.35000 763.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0060 808-06714 1679.000 LFT | 0.35000 587.65| 0.35000 587.65| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0061 808-75996 14.000 EACH| 25.00000 350.00| 25.00000 350.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 28.000 EACH| 60.00000 1680.00| 55.00000 1540.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 336,834.49| $ 373,428.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 336,834.49| $ 373,428.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 218 CALL ORDER : 211 CONTRACT ID : R -27376-A COUNTIES : CASS LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/18/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 376,128.76 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 400,223.40 106.4059% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 422,700.00 112.3817% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 217 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,614.64 ROUTE : CALL ORDER : 217 CONTRACT ID : R -27403-C COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/03/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B564001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 484,905.28 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 528,081.72 108.9040% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 574,140.13 118.4025% ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 19900.00000 19900.00| 16500.00000 16500.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1500.00000 9000.00| 2500.00000 15000.00| 2400.00000 14400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 26000.00000 26000.00| 26800.22000 26800.22| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 32000.00000 32000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02271 2.000 EACH| 500.00000 1000.00| 320.00000 640.00| 255.00000 510.00 HEADWALL, REMOVE | | | 0006 202-02272 50.000 m | 5.00000 250.00| 31.00000 1550.00| 28.00000 1400.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-02279 91.000 m | 16.00000 1456.00| 30.00000 2730.00| 15.00000 1365.00 CURB AND GUTTER, REMOVE | | | 0008 203-02000 431.000 m3 | 60.00000 25860.00| 60.00000 25860.00| 150.00000 64650.00 EXCAVATION, COMMON | | | 0009 203-02070 1009.000 m3 | 14.00000 14126.00| 31.00000 31279.00| 1.00000 1009.00 BORROW | | | 0010 205-02224 340.000 m | 4.88000 1659.20| 4.90000 1666.00| 5.14000 1747.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 39.000 m | 29.00000 1131.00| 12.00000 468.00| 30.53000 1190.67 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02236 6.000 EACH| 60.00000 360.00| 50.00000 300.00| 63.16000 378.96 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0013 205-06931 51.000 Mg | 30.17000 1538.67| 40.00000 2040.00| 83.00000 4233.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 217 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,614.64 ROUTE : CALL ORDER : 217 CONTRACT ID : R -27403-C COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 207-07500 2057.000 m2 | 19.00000 39083.00| 12.00000 24684.00| 18.00000 37026.00 SUBGRADE TREATMENT, TYPE C | | | 0015 211-07454 181.000 m3 | 25.00000 4525.00| 28.00000 5068.00| 25.00000 4525.00 STRUCTURE BACKFILL | | | 0016 213-52830 4.000 m3 | 220.00000 880.00| 130.00000 520.00| 800.00000 3200.00 FLOWABLE MORTAR | | | 0017 303-01180 84.000 Mg | 25.00000 2100.00| 40.00000 3360.00| 43.00000 3612.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 306-08034 3300.000 m2 | 2.30000 7590.00| 3.40000 11220.00| 2.15000 7095.00 MILLING, ASPHALT, 38 mm | | | 0019 402-07433 411.000 Mg | 44.00000 18084.00| 46.00000 18906.00| 53.00000 21783.00 HMA SURFACE, TYPE B | | | 0020 402-07438 191.000 Mg | 55.00000 10505.00| 48.00000 9168.00| 88.00000 16808.00 HMA INTERMEDIATE, TYPE B | | | 0021 402-07441 638.000 Mg | 45.00000 28710.00| 49.00000 31262.00| 50.00000 31900.00 HMA BASE, TYPE B | | | 0022 402-07451 82.000 Mg | 45.00000 3690.00| 50.00000 4100.00| 100.00000 8200.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0023 406-05520 2.000 Mg | 100.00000 200.00| 220.00000 440.00| 243.00000 486.00 ASPHALT FOR TACK COAT | | | 0024 605-06140 769.000 m | 54.00000 41526.00| 42.00000 32298.00| 80.00000 61520.00 CURB AND GUTTER, CONCRETE | | | 0025 607-06175 8.000 m | 139.00000 1112.00| 280.00000 2240.00| 86.00000 688.00 GUTTER, CONCRETE | | | 0026 611-05330 247.000 m2 | 66.00000 16302.00| 54.00000 13338.00| 60.00000 14820.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0027 611-06497 2.000 EACH| 185.00000 370.00| 210.00000 420.00| 194.73000 389.46 MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 2.000 EACH| 225.00000 450.00| 250.00000 500.00| 236.84000 473.68 MAILBOX ASSEMBLY, DOUBLE | | | 0029 615-06490 38.000 EACH| 120.00000 4560.00| 140.00000 5320.00| 126.31000 4799.78 RIGHT OF WAY MARKER | | | 0030 615-06505 4.000 EACH| 445.00000 1780.00| 510.00000 2040.00| 468.41000 1873.64 MONUMENT, B | | | 0031 615-06527 1.000 EACH| 345.00000 345.00| 400.00000 400.00| 363.15000 363.15 MONUMENT, SECTION CORNER | | | 0032 616-02320 1094.000 m2 | 2.45000 2680.30| 4.00000 4376.00| 5.83000 6378.02 GEOTEXTILES | | | 0033 616-06405 441.000 Mg | 28.00000 12348.00| 70.00000 30870.00| 37.00000 16317.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 217 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,614.64 ROUTE : CALL ORDER : 217 CONTRACT ID : R -27403-C COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06567 73.000 kL | 2.50000 182.50| 1.00000 73.00| 2.11000 154.03 WATER | | | 0035 621-06575 4049.000 m2 | 6.00000 24294.00| 3.80000 15386.20| 3.58000 14495.42 SODDING, NURSERY | | | 0036 622-05638 20.000 EACH| 20.00000 400.00| 52.00000 1040.00| 10.00000 200.00 PLANT, DECIDUOUS SHRUB, 450 mm OR UNDER | | | 0037 622-05648 20.000 EACH| 20.00000 400.00| 52.00000 1040.00| 10.00000 200.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0038 715-03475 2.000 EACH| 300.00000 600.00| 410.00000 820.00| 640.00000 1280.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0039 715-03584 1.000 EACH| 440.00000 440.00| 530.00000 530.00| 700.00000 700.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0040 715-05149 71.000 m | 100.00000 7100.00| 110.00000 7810.00| 300.00000 21300.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05151 37.000 m | 72.00000 2664.00| 110.00000 4070.00| 251.00000 9287.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0042 715-05152 26.000 m | 91.00000 2366.00| 130.00000 3380.00| 422.00000 10972.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0043 715-05169 9.000 m | 93.00000 837.00| 120.00000 1080.00| 242.00000 2178.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0044 720-45045 1.000 EACH| 1300.00000 1300.00| 1700.00000 1700.00| 1400.00000 1400.00 INLET, J10 | | | 0045 720-45235 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1250.00000 1250.00 CATCH BASIN, E7 | | | 0046 720-45250 1.000 EACH| 1700.00000 1700.00| 1600.00000 1600.00| 1725.00000 1725.00 CATCH BASIN, K10 | | | 0047 720-45275 1.000 EACH| 1100.00000 1100.00| 1100.00000 1100.00| 1970.00000 1970.00 PIPE CATCH BASIN, 600 mm | | | 0048 720-92557 1.000 EACH| 1600.00000 1600.00| 1800.00000 1800.00| 2000.00000 2000.00 INLET, M13 | | | 0049 720-95422 1.000 EACH| 2900.00000 2900.00| 3600.00000 3600.00| 2550.00000 2550.00 MANHOLE, J4 | | | 0050 720-99417 1.000 EACH| 2000.00000 2000.00| 2400.00000 2400.00| 2250.00000 2250.00 CATCH BASIN, C15 | | | 0051 801-04308 3.000 EACH| 100.00000 300.00| 120.00000 360.00| 105.26000 315.78 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06203 271.000 m | 0.50000 135.50| 5.80000 1571.80| 0.53000 143.63 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0053 801-06625 12.000 EACH| 95.00000 1140.00| 110.00000 1320.00| 100.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 217 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,614.64 ROUTE : CALL ORDER : 217 CONTRACT ID : R -27403-C COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06640 16.000 EACH| 72.00000 1152.00| 83.00000 1328.00| 75.79000 1212.64 CONSTRUCTION SIGN, A | | | 0055 801-06645 3.000 EACH| 30.00000 90.00| 35.00000 105.00| 31.58000 94.74 CONSTRUCTION SIGN, B | | | 0056 801-06775 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 20400.00000 20400.00 MAINTAINING TRAFFIC | | | 0057 801-07118 60.000 m | 14.00000 840.00| 16.00000 960.00| 14.39000 863.40 BARRICADE, III-A | | | 0058 801-07119 24.000 m | 14.00000 336.00| 1.40000 33.60| 14.39000 345.36 BARRICADE, III-B | | | 0059 802-76025 3.000 m2 | 195.00000 585.00| 220.00000 660.00| 184.73000 554.19 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0060 805-01842 8.000 EACH| 720.00000 5760.00| 830.00000 6640.00| 757.87000 6062.96 HANDHOLE, SIGNAL | | | 0061 805-03709 4.000 EACH| 1570.00000 6280.00| 1800.00000 7200.00| 1652.58000 6610.32 SIGNAL SUPPORT FOUNDATION, MODIFIED | | | 0062 805-06592 435.000 m | 34.00000 14790.00| 36.00000 15660.00| 32.61000 14185.35 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 805-78100 1.000 EACH| 7800.00000 7800.00| 9000.00000 9000.00| 8210.28000 8210.28 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0064 805-78205 4.000 EACH| 590.00000 2360.00| 680.00000 2720.00| 621.04000 2484.16 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0065 805-78230 4.000 EACH| 918.00000 3672.00| 1100.00000 4400.00| 966.29000 3865.16 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0066 805-78415 4.000 EACH| 1070.00000 4280.00| 1200.00000 4800.00| 1126.28000 4505.12 SPAN, CATENARY, AND TETHER | | | 0067 805-78420 4.000 EACH| 200.00000 800.00| 230.00000 920.00| 210.52000 842.08 DISCONNECT HANGER | | | 0068 805-78445 1.000 EACH| 520.00000 520.00| 600.00000 600.00| 547.35000 547.35 SIGNAL SERVICE | | | 0069 805-78467 12.000 m | 4.00000 48.00| 4.50000 54.00| 4.18000 50.16 SIGNAL CABLE, 3C 8GA. | | | 0070 805-78470 2114.000 m | 0.30000 634.20| 0.35000 739.90| 0.32000 676.48 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0071 805-78485 34.000 m | 3.40000 115.60| 3.90000 132.60| 3.53000 120.02 SIGNAL CABLE, 5C 14GA. | | | 0072 805-78490 34.000 m | 3.80000 129.20| 4.40000 149.60| 3.94000 133.96 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 217 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 527,614.64 ROUTE : CALL ORDER : 217 CONTRACT ID : R -27403-C COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1151771 |(2) 35-0918397 |(3) 35-1917625 |CALUMET ASPHALT PAVING CO. I|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 805-78500 108.000 m | 4.50000 486.00| 5.20000 561.60| 4.74000 511.92 SIGNAL CABLE, 11C 14GA. | | | 0074 805-78510 646.000 m | 2.10000 1356.60| 2.40000 1550.40| 2.21000 1427.66 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0075 805-78784 12.000 EACH| 63.00000 756.00| 72.00000 864.00| 66.31000 795.72 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0076 805-78785 12.000 EACH| 760.00000 9120.00| 870.00000 10440.00| 799.98000 9599.76 SIGNAL DETECTOR HOUSING | | | 0077 805-78795 416.000 m | 15.00000 6240.00| 17.00000 7072.00| 15.79000 6568.64 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0078 805-78925 1.000 EACH| 930.00000 930.00| 1100.00000 1100.00| 978.92000 978.92 CONTROLLER CABINET FOUNDATION, P1 | | | 0079 805-81032 1.000 EACH| 2500.00000 2500.00| 2900.00000 2900.00| 2631.50000 2631.50 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0080 805-81060 3.000 EACH| 3050.00000 9150.00| 3500.00000 10500.00| 3210.43000 9631.29 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0081 808-06703 207.000 m | 1.18000 244.26| 1.40000 289.80| 1.24000 256.68 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0082 808-75245 810.000 m | 1.40000 1134.00| 1.60000 1296.00| 1.47000 1190.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0083 808-75297 39.000 m | 9.75000 380.25| 11.00000 429.00| 10.29000 401.31 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0084 808-75320 4.000 EACH| 75.00000 300.00| 86.00000 344.00| 78.95000 315.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0085 808-75325 4.000 EACH| 84.00000 336.00| 97.00000 388.00| 88.42000 353.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 484,905.28| $ 528,081.72| $ 574,140.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 484,905.28| $ 528,081.72| $ 574,140.13 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,253.09 ROUTE : CALL ORDER : 221 CONTRACT ID : R -27406-A COUNTIES : TIPPECANOE LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9979018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 790,469.98 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 880,988.15 111.4511% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 17200.00000 17200.00| 17000.00000 17000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1802.32000 18023.20| 1850.00000 18500.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 52007.17000 52007.17| 44000.00000 44000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7553.19000 7553.19| 9000.00000 9000.00| CLEARING RIGHT OF WAY | | | 0005 202-02279 94.000 LFT | 5.86000 550.84| 5.00000 470.00| CURB AND GUTTER, REMOVE | | | 0006 202-52710 240.000 SYS | 13.77000 3304.80| 9.00000 2160.00| SIDEWALK, CONCRETE, REMOVE | | | 0007 202-94810 1.000 EACH| 275.35000 275.35| 250.00000 250.00| CURB TURNOUT, REMOVE | | | 0008 203-02000 1288.000 CYS | 15.17000 19538.96| 38.00000 48944.00| EXCAVATION, COMMON | | | 0009 203-02070 1141.000 CYS | 10.96000 12505.36| 14.00000 15974.00| BORROW | | | 0011 207-07500 3293.000 SYS | 7.69000 25323.17| 8.00000 26344.00| SUBGRADE TREATMENT, TYPE C | | | 0012 211-07454 1022.000 CYS | 11.25000 11497.50| 17.00000 17374.00| STRUCTURE BACKFILL | | | 0013 301-07448 1014.000 TON | 13.40000 13587.60| 16.00000 16224.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 304-07490 467.000 TON | 68.32000 31905.44| 90.00000 42030.00| HMA PATCHING, TYPE B | | | 0015 306-08034 6674.000 SYS | 0.91000 6073.34| 2.10000 14015.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0016 306-08043 1000.000 SYS | 3.96000 3960.00| 2.10000 2100.00| MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,253.09 ROUTE : CALL ORDER : 221 CONTRACT ID : R -27406-A COUNTIES : TIPPECANOE LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 401-07321 1270.000 TON | 41.92000 53238.40| 39.00000 49530.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0018 401-07390 453.000 TON | 39.10000 17712.30| 40.00000 18120.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0019 401-07423 1087.000 TON | 39.25000 42664.75| 38.00000 41306.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0020 401-07429 688.000 TON | 37.34000 25689.92| 40.00000 27520.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0021 402-07432 317.000 TON | 47.14000 14943.38| 45.00000 14265.00| HMA SURFACE, TYPE A | | | 0022 402-07435 507.000 TON | 37.29000 18906.03| 40.00000 20280.00| HMA INTERMEDIATE, TYPE A | | | 0023 402-07451 1332.000 TON | 38.27000 50975.64| 36.00000 47952.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0024 406-05521 42002.000 SYS | 0.03000 1260.06| 0.10000 4200.20| ASPHALT FOR TACK COAT | | | 0025 603-03831 12.000 EACH| 1325.00000 15900.00| 1475.00000 17700.00| CONTROL GATE | | | 0026 603-92636 116.000 LFT | 30.00000 3480.00| 30.00000 3480.00| FENCE, CHAIN LINK, 72 IN. | | | 0027 604-07899 61.000 SYS | 52.90000 3226.90| 120.00000 7320.00| CURB RAMP, CONCRETE, E , MODIFIED | | | 0028 604-07901 310.000 SYS | 69.46000 21532.60| 82.00000 25420.00| CURB RAMP, CONCRETE, G , MODIFIED | | | 0029 604-91531 110.000 SYS | 32.43000 3567.30| 39.00000 4290.00| SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06140 2485.000 LFT | 9.47000 23532.95| 10.00000 24850.00| CURB AND GUTTER, CONCRETE , MODIFIED | | | 0031 605-94082 1.000 EACH| 569.26000 569.26| 250.00000 250.00| CURB TURNOUT, CONCRETE | | | 0032 607-06175 431.000 LFT | 19.32000 8326.92| 18.00000 7758.00| GUTTER, CONCRETE , MODIFIED | | | 0033 611-05330 53.000 SYS | 54.93000 2911.29| 65.00000 3445.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0034 621-01004 1.000 EACH| 200.00000 200.00| 220.00000 220.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-02363 1089.000 SYS | 0.66000 718.74| 0.70000 762.30| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0036 621-06567 9.000 MG | 2.50000 22.50| 2.55000 22.95| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,253.09 ROUTE : CALL ORDER : 221 CONTRACT ID : R -27406-A COUNTIES : TIPPECANOE LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 621-06575 2178.000 SYS | 3.60000 7840.80| 2.75000 5989.50| SODDING, NURSERY | | | 0038 622-05649 70.000 EACH| 353.00000 24710.00| 355.00000 24850.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0039 702-03607 1.000 EACH| 485.95000 485.95| 350.00000 350.00| CORED HOLE IN CONCRETE for pipe | | | 0040 715-05048 2748.000 LFT | 4.83000 13272.84| 3.00000 8244.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0041 715-05149 254.000 LFT | 27.19000 6906.26| 32.00000 8128.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0042 715-05151 1179.000 LFT | 25.15000 29651.85| 29.00000 34191.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0043 715-05152 522.000 LFT | 31.28000 16328.16| 31.00000 16182.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0044 715-05153 84.000 LFT | 46.38000 3895.92| 47.00000 3948.00| PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0045 718-52610 248.000 CYS | 18.48000 4583.04| 32.00000 7936.00| AGGREGATE FOR UNDERDRAINS | | | 0046 718-99153 3053.000 SYS | 0.37000 1129.61| 2.00000 6106.00| GEOTEXTILES FOR UNDERDRAIN | | | 0047 720-44000 4.000 EACH| 304.61000 1218.44| 700.00000 2800.00| CASTING, ADJUST TO GRADE | | | 0048 720-45042 1.000 EACH| 1558.32000 1558.32| 1900.00000 1900.00| INLET, HA5 | | | 0049 720-45045 5.000 EACH| 1508.13000 7540.65| 1800.00000 9000.00| INLET, J10 | | | 0050 720-45145 1.000 EACH| 1508.12000 1508.12| 1700.00000 1700.00| INLET, J10, MODIFIED | | | 0051 720-45410 12.000 EACH| 1745.32000 20943.84| 2100.00000 25200.00| MANHOLE, C4 | | | 0052 720-98174 5.000 EACH| 1971.66000 9858.30| 2250.00000 11250.00| INLET, B15 | | | 0053 801-06640 20.000 EACH| 80.00000 1600.00| 80.00000 1600.00| CONSTRUCTION SIGN, A | | | 0054 801-06643 12732.000 LFT | 0.88000 11204.16| 0.90000 11458.80| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0055 801-06644 6366.000 LFT | 0.88000 5602.08| 0.90000 5729.40| TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,253.09 ROUTE : CALL ORDER : 221 CONTRACT ID : R -27406-A COUNTIES : TIPPECANOE LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06775 LUMP| 13734.76000 13734.76| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0057 801-97143 20.000 LFT | 6.00000 120.00| 6.00000 120.00| TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 24 IN. | | | 0058 802-05701 279.000 LFT | 9.60000 2678.40| 12.00000 3348.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-76025 138.000 SFT | 21.00000 2898.00| 14.50000 2001.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0060 805-95568 9096.000 LFT | 4.62000 42023.52| 6.50000 59124.00| CONDUIT, PVC, 4 IN. | | | 0061 807-78590 10.000 EACH| 635.00000 6350.00| 1220.00000 12200.00| HANDHOLE | | | 0062 808-05866 10.000 SYS | 25.00000 250.00| 25.00000 250.00| PAVEMENT MESSAGE MARKING, REMOVE | | | 0063 808-06368 510.000 LFT | 1.75000 892.50| 1.75000 892.50| TRANSVERSE MARKING, REMOVE | | | 0064 808-06703 5964.000 LFT | 0.24000 1431.36| 0.25000 1491.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0065 808-06716 8270.000 LFT | 0.38000 3142.60| 0.40000 3308.00| LINE, REMOVE | | | 0066 808-07834 660.000 LFT | 10.00000 6600.00| 10.00000 6600.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK LINE, 24 IN. | | | 0067 808-75240 1467.000 LFT | 0.24000 352.08| 0.25000 366.75| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0068 808-75245 6364.000 LFT | 0.24000 1527.36| 0.25000 1591.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75297 88.000 LFT | 3.60000 316.80| 3.70000 325.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0070 808-75320 13.000 EACH| 55.00000 715.00| 55.00000 715.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0071 808-75325 13.000 EACH| 79.00000 1027.00| 80.00000 1040.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,081,253.09 ROUTE : CALL ORDER : 221 CONTRACT ID : R -27406-A COUNTIES : TIPPECANOE LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 205-06937 2945.000 LFT | 1.32000 3887.40| 1.35000 3975.75| TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 790,469.98| $ 880,988.15| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 790,469.98| $ 880,988.15| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 231 CONTRACT ID : R -27444-A COUNTIES : WABASH LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 2,873,340.25 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 2,902,900.00 101.0287% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,540.83 ROUTE : CALL ORDER : 241 CONTRACT ID : R -27496-A COUNTIES : HOWARD LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9934031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 474,765.96 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 5916.00000 5916.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 3220.90000 9662.70| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25957.93000 25957.93| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14672.49000 14672.49| | CLEARING RIGHT OF WAY | | | 0005 202-02278 2120.000 LFT | 2.91000 6169.20| | CURB, CONCRETE, REMOVE | | | 0006 202-52710 56.000 SYS | 8.75000 490.00| | SIDEWALK, CONCRETE, REMOVE | | | 0007 203-02000 943.000 CYS | 35.02000 33023.86| | EXCAVATION, COMMON | | | 0008 207-07500 2100.000 SYS | 12.09000 25389.00| | SUBGRADE TREATMENT, TYPE C | | | 0009 301-07448 477.000 TON | 26.17000 12483.09| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 304-07489 35.000 TON | 108.10000 3783.50| | HMA PATCHING, TYPE A | | | 0011 306-08034 8211.000 SYS | 1.71000 14040.81| | MILLING, ASPHALT, 1 1/2 IN. | | | 0012 401-06264 LUMP| 1644.46000 1644.46| | PROFILOGRAPH, HMA | | | 0013 402-07433 810.000 TON | 52.09000 42192.90| | HMA SURFACE, TYPE B | | | 0014 402-07438 248.000 TON | 50.54000 12533.92| | HMA INTERMEDIATE, TYPE B | | | 0015 402-07441 915.000 TON | 45.33000 41476.95| | HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 241 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,540.83 ROUTE : CALL ORDER : 241 CONTRACT ID : R -27496-A COUNTIES : HOWARD LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 405-05517 1.000 TON | 428.00000 428.00| | ASPHALT FOR PRIME COAT | | | 0017 406-05520 3.000 TON | 240.75000 722.25| | ASPHALT FOR TACK COAT | | | 0018 604-07901 7.000 SYS | 518.58000 3630.06| | CURB RAMP, CONCRETE, G | | | 0019 604-07902 16.000 SYS | 504.77000 8076.32| | CURB RAMP, CONCRETE, H | | | 0020 604-91531 49.000 SYS | 52.58000 2576.42| | SIDEWALK, CONCRETE, 4 IN. | | | 0021 605-06140 84.000 LFT | 39.10000 3284.40| | CURB AND GUTTER, CONCRETE DEPRESSED, | | | MODIFIED | | | 0022 605-06155 942.000 LFT | 13.00000 12246.00| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0023 605-94811 1.000 EACH| 807.74000 807.74| | CURB TURNOUT | | | 0024 610-07486 43.000 TON | 69.83000 3002.69| | HMA FOR APPROACHES, TYPE A | | | 0025 610-07487 16.000 TON | 76.83000 1229.28| | HMA FOR APPROACHES, TYPE B | | | 0026 611-05330 890.000 SYS | 45.76000 40726.40| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0027 616-02320 7.000 SYS | 7.69000 53.83| | GEOTEXTILES | | | 0028 616-06405 3.000 TON | 52.97000 158.91| | RIPRAP, REVETMENT | | | 0029 621-06545 0.500 TON | 765.00000 382.50| | FERTILIZER | | | 0030 621-06567 71.000 MG | 2.55000 181.05| | WATER | | | 0031 621-06575 1281.000 SYS | 8.74000 11195.94| | SODDING, NURSERY | | | 0032 720-04182 5.000 EACH| 374.50000 1872.50| | CASTING, 4 | | | 0033 801-04308 2.000 EACH| 255.00000 510.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0034 801-06207 14195.000 LFT | 0.65000 9226.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 241 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,540.83 ROUTE : CALL ORDER : 241 CONTRACT ID : R -27496-A COUNTIES : HOWARD LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06218 210.000 LFT | 6.12000 1285.20| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0036 801-06539 LUMP| 2711.22000 2711.22| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0037 801-06640 16.000 EACH| 79.56000 1272.96| | CONSTRUCTION SIGN, A | | | 0038 801-06645 5.000 EACH| 35.70000 178.50| | CONSTRUCTION SIGN, B | | | 0039 801-06710 90.000 DAY | 13.26000 1193.40| | FLASHING ARROW SIGN | | | 0040 801-06775 LUMP| 27839.00000 27839.00| | MAINTAINING TRAFFIC | | | 0041 801-07118 24.000 LFT | 8.16000 195.84| | BARRICADE, III-A | | | 0042 802-76025 88.000 SFT | 15.67000 1378.96| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0043 802-76035 30.000 SFT | 15.67000 470.10| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0044 802-76055 163.000 LFT | 4.41000 718.83| | SIGN POST, A | | | 0045 805-01815 4.000 EACH| 1806.44000 7225.76| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0046 805-01842 7.000 EACH| 846.18000 5923.26| | HANDHOLE, SIGNAL | | | 0047 805-01844 1093.000 LFT | 15.66000 17116.38| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0048 805-01879 1.000 EACH| 342.72000 342.72| | SIGNAL SERVICE, INSTALL | | | 0049 805-03793 1.000 EACH| 1269.12000 1269.12| | DETECTOR CARD RACK AND DETECTOR MODULES | | | 0050 805-78109 1.000 EACH| 7413.33000 7413.33| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0051 805-78205 4.000 EACH| 546.02000 2184.08| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 241 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,540.83 ROUTE : CALL ORDER : 241 CONTRACT ID : R -27496-A COUNTIES : HOWARD LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-78230 4.000 EACH| 873.92000 3495.68| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0053 805-78415 4.000 EACH| 1057.66000 4230.64| | SPAN, CATENARY, AND TETHER | | | 0054 805-78420 4.000 EACH| 244.77000 979.08| | DISCONNECT HANGER | | | 0055 805-78467 33.000 LFT | 2.42000 79.86| | SIGNAL CABLE, 3C 8GA. | | | 0056 805-78470 4200.000 LFT | 0.10000 420.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0057 805-78485 121.000 LFT | 3.58000 433.18| | SIGNAL CABLE, 5C 14GA. | | | 0058 805-78490 477.000 LFT | 2.21000 1054.17| | SIGNAL CABLE, 7C 14GA. | | | 0059 805-78510 2021.000 LFT | 1.38000 2788.98| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0060 805-78785 8.000 EACH| 774.42000 6195.36| | SIGNAL DETECTOR HOUSING | | | 0061 805-78795 1400.000 LFT | 7.12000 9968.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0062 805-78925 1.000 EACH| 1133.82000 1133.82| | CONTROLLER CABINET FOUNDATION, P1 | | | 0063 805-81032 4.000 EACH| 2570.99000 10283.96| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0064 808-06701 784.000 LFT | 0.48000 376.32| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0065 808-06703 332.000 LFT | 0.48000 159.36| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0066 808-06705 232.000 LFT | 0.96000 222.72| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0067 808-75240 458.000 LFT | 0.48000 219.84| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0068 808-75245 3309.000 LFT | 0.48000 1588.32| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75260 44.000 LFT | 1.84000 80.96| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 241 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,540.83 ROUTE : CALL ORDER : 241 CONTRACT ID : R -27496-A COUNTIES : HOWARD LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 808-75278 71.000 LFT | 1.84000 130.64| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0071 808-75297 132.000 LFT | 3.67000 484.44| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0072 808-75320 10.000 EACH| 53.04000 530.40| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0073 808-75325 10.000 EACH| 76.50000 765.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0074 808-92027 707.000 LFT | 0.96000 678.72| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 474,765.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 474,765.96| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : S750003 S750003 S750003 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 4,148,686.02 100.0000% 2 35-1374866 PRIMCO, INC. $ 4,251,766.99 102.4846% 3 38-1625197 SELGE CONSTRUCTION CO. INC. $ 4,444,212.06 107.1233% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06845 LUMP| 77000.00000 77000.00| 35454.06000 35454.06| 61600.00000 61600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 1.00000 18.00| 1200.00000 21600.00| 1150.00000 20700.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 200000.00000 200000.00| 212588.34000 212588.34| 216845.00000 216845.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 85000.00000 85000.00| 30000.00000 30000.00| 37000.00000 37000.00 CLEARING AND GRUBBING | | | 0005 201-52370 LUMP| 85000.00000 85000.00| 127550.00000 127550.00| 76000.00000 76000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 11300.000 m2 | 4.00000 45200.00| 9.00000 101700.00| 3.90000 44070.00 PAVEMENT REMOVAL | | | 0007 202-02241 420.000 m | 9.00000 3780.00| 10.50000 4410.00| 10.50000 4410.00 GUARDRAIL, REMOVE | | | 0008 203-02000 37133.000 m3 | 8.00000 297064.00| 8.00000 297064.00| 5.00000 185665.00 EXCAVATION, COMMON | | | 0009 203-02070 3400.000 m3 | 11.00000 37400.00| 12.50000 42500.00| 4.00000 13600.00 BORROW | | | 0010 205-06931 160.000 Mg | 1.00000 160.00| 25.00000 4000.00| 60.00000 9600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 4.000 EACH| 50.00000 200.00| 60.00000 240.00| 5.40000 21.60 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 539.000 m | 5.00000 2695.00| 6.75000 3638.25| 4.20000 2263.80 TEMPORARY SILT FENCE | | | 0013 206-51230 102.300 m3 | 12.00000 1227.60| 10.00000 1023.00| 12.50000 1278.75 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 207-07498 20700.000 m2 | 2.40000 49680.00| 0.25000 5175.00| 1.75000 36225.00 SUBGRADE TREATMENT, TYPE A | | | 0015 211-07454 22374.000 m3 | 0.01000 223.74| 0.01000 223.74| 0.01000 223.74 STRUCTURE BACKFILL | | | 0016 301-07448 1403.000 Mg | 15.00000 21045.00| 19.00000 26657.00| 19.00000 26657.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 302-06464 5090.000 m3 | 35.00000 178150.00| 36.00000 183240.00| 39.30000 200037.00 SUBBASE FOR PCCP | | | 0018 304-07493 836.000 Mg | 34.00000 28424.00| 37.00000 30932.00| 37.00000 30932.00 WIDENING WITH HMA, TYPE B | | | 0019 402-07432 1130.000 Mg | 37.00000 41810.00| 37.00000 41810.00| 37.00000 41810.00 HMA SURFACE, TYPE A | | | 0020 402-07433 1070.000 Mg | 37.00000 39590.00| 42.00000 44940.00| 42.00000 44940.00 HMA SURFACE, TYPE B | | | 0021 402-07435 1880.000 Mg | 34.00000 63920.00| 30.00000 56400.00| 30.00000 56400.00 HMA INTERMEDIATE, TYPE A | | | 0022 402-07438 1780.000 Mg | 34.00000 60520.00| 32.50000 57850.00| 32.50000 57850.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 6300.000 Mg | 34.00000 214200.00| 30.00000 189000.00| 30.00000 189000.00 HMA BASE, TYPE B | | | 0024 402-07453 1733.000 Mg | 3.40000 5892.20| 32.00000 55456.00| 32.00000 55456.00 HMA FOR TEMPORARY PAVEMENT | | | 0025 405-05517 4.600 Mg | 200.00000 920.00| 0.01000 0.05| 0.05000 0.23 ASPHALT FOR PRIME COAT | | | 0026 406-05520 6.600 Mg | 0.01000 0.07| 150.00000 990.00| 150.00000 990.00 ASPHALT FOR TACK COAT | | | 0027 501-06266 LUMP| 2000.00000 2000.00| 1870.00000 1870.00| 6000.00000 6000.00 PROFILOGRAPH, PCCP | | | 0028 501-06323 22600.000 m2 | 32.00000 723200.00| 31.00000 700600.00| 33.75000 762750.00 QC/QA-PCCP, 300 mm | | | 0029 503-05240 4570.000 m | 25.00000 114250.00| 21.50000 98255.00| 27.35000 124989.50 D-1 CONTRACTION JOINT | | | 0030 601-06228 1.000 EACH| 56000.00000 56000.00| 59100.00000 59100.00| 59100.00000 59100.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0031 601-94689 3.000 EACH| 2200.00000 6600.00| 2125.00000 6375.00| 2125.00000 6375.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH| 1000.00000 1000.00| 900.00000 900.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 202.000 m | 38.00000 7676.00| 43.20000 8726.40| 43.20000 8726.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 602-04333 200.000 m | 180.00000 36000.00| 110.00000 22000.00| 125.00000 25000.00 CONCRETE BARRIER, 1170 mm | | | 0035 602-99181 705.000 m | 20.00000 14100.00| 50.00000 35250.00| 24.00000 16920.00 MEDIAN BARRIER, CONCRETE, REMOVE | | | 0036 603-06040 1025.000 m | 13.50000 13837.50| 15.20000 15580.00| 15.20000 15580.00 FENCE, FARM FIELD, 1190 mm | | | 0037 603-06045 1431.000 m | 32.80000 46936.80| 31.95000 45720.45| 31.95000 45720.45 FENCE, CHAIN LINK, 1220 mm | | | 0038 604-07483 250.000 Mg | 37.00000 9250.00| 50.00000 12500.00| 50.00000 12500.00 HMA FOR SIDEWALK | | | 0039 604-07897 21.000 m2 | 36.00000 756.00| 44.00000 924.00| 59.55000 1250.55 CURB RAMP, CONCRETE, C | | | 0040 604-91531 3850.000 m2 | 10.00000 38500.00| 15.25000 58712.50| 15.90000 61215.00 SIDEWALK, CONCRETE, 100 mm | | | 0041 605-06095 2920.000 m | 19.00000 55480.00| 12.15000 35478.00| 24.10000 70372.00 CURB, INTEGRAL, B, CONCRETE | | | 0042 605-06120 270.000 m | 27.00000 7290.00| 20.00000 5400.00| 28.75000 7762.50 CURB, CONCRETE | | | 0043 605-06121 730.000 m | 19.00000 13870.00| 24.85000 18140.50| 26.20000 19126.00 CURB, CONCRETE, B | | | 0044 605-06215 210.000 m | 70.00000 14700.00| 105.00000 22050.00| 84.80000 17808.00 CENTER CURB, D, CONCRETE | | | 0045 611-05330 284.000 m2 | 35.00000 9940.00| 31.75000 9017.00| 36.20000 10280.80 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-95023 2.000 EACH| 140.00000 280.00| 160.25000 320.50| 250.00000 500.00 MAILBOX ASSEMBLY, RESET | | | 0047 615-06490 17.000 EACH| 110.00000 1870.00| 110.00000 1870.00| 110.00000 1870.00 RIGHT OF WAY MARKER | | | 0048 615-06505 7.000 EACH| 390.00000 2730.00| 495.00000 3465.00| 495.00000 3465.00 MONUMENT, B | | | 0049 615-06510 4.000 EACH| 290.00000 1160.00| 430.00000 1720.00| 430.00000 1720.00 MONUMENT, C | | | 0050 615-06515 1.000 EACH| 190.00000 190.00| 145.00000 145.00| 145.00000 145.00 MONUMENT, D | | | 0051 615-06527 2.000 EACH| 290.00000 580.00| 435.00000 870.00| 435.00000 870.00 MONUMENT, SECTION CORNER | | | 0052 616-02320 1700.000 m2 | 2.00000 3400.00| 2.00000 3400.00| 1.50000 2550.00 GEOTEXTILES | | | 0053 616-05689 517.000 Mg | 20.00000 10340.00| 50.00000 25850.00| 63.00000 32571.00 RIPRAP, CLASS 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 616-06405 2040.000 Mg | 20.00000 40800.00| 25.00000 51000.00| 27.25000 55590.00 RIPRAP, REVETMENT | | | 0055 621-01004 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-02363 55000.000 m2 | 0.25000 13750.00| 0.25000 13750.00| 0.25000 13750.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0057 621-06545 10.000 Mg | 69.00000 690.00| 69.00000 690.00| 69.00000 690.00 FERTILIZER | | | 0058 621-06554 910.000 kg | 10.12000 9209.20| 10.12000 9209.20| 10.15000 9236.50 SEED MIXTURE, U | | | 0059 621-06560 60167.000 m2 | 0.38000 22863.46| 0.38000 22863.46| 0.40000 24066.80 MULCHED SEEDING, U | | | 0060 621-06565 25.000 Mg | 460.00000 11500.00| 460.00000 11500.00| 460.00000 11500.00 MULCHING MATERIAL | | | 0061 622-05626 13.000 EACH| 289.00000 3757.00| 289.00000 3757.00| 289.00000 3757.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0062 622-05649 6.000 EACH| 301.00000 1806.00| 301.00000 1806.00| 301.00000 1806.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0063 622-91786 80.000 EACH| 9.10000 728.00| 9.10000 728.00| 9.10000 728.00 SEEDLING | | | 0064 702-44240 80.000 m3 | 1.00000 80.00| 1.00000 80.00| 0.01000 0.80 CONCRETE, A, STRUCTURES | | | 0065 702-51015 44.000 m3 | 200.00000 8800.00| 290.00000 12760.00| 270.00000 11880.00 CONCRETE, B, FOOTINGS | | | 0066 702-51863 68.000 EACH| 5.00000 340.00| 8.00000 544.00| 7.00000 476.00 FIELD DRILLED HOLE IN CONCRETE | | | 0067 702-90915 20.000 m3 | 200.00000 4000.00| 375.00000 7500.00| 220.00000 4400.00 CONCRETE, A | | | 0068 702-94139 60.000 m3 | 200.00000 12000.00| 500.00000 30000.00| 365.00000 21900.00 CONCRETE, A, ABOVE FOOTINGS | | | 0069 703-51032 6399.000 kg | 2.00000 12798.00| 2.75000 17597.25| 2.20000 14077.80 REINFORCING STEEL, EPOXY COATED | | | 0070 709-51821 LUMP| 3000.00000 3000.00| 700.00000 700.00| 3680.00000 3680.00 SURFACE SEAL | | | 0071 714-04875 69.000 m | 5100.00000 351900.00| 4600.00000 317400.00| 8475.00000 584775.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5490 mm X 2440 mm | | | 0072 715-03476 2.000 EACH| 700.00000 1400.00| 1000.00000 2000.00| 715.00000 1430.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 715-05048 3190.000 m | 9.00000 28710.00| 9.15000 29188.50| 10.10000 32219.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0074 715-05118 14.000 m | 120.00000 1680.00| 80.00000 1120.00| 121.25000 1697.50 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0075 715-05123 49.400 m | 110.00000 5434.00| 130.00000 6422.00| 144.75000 7150.65 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0076 715-05149 1034.000 m | 59.00000 61006.00| 71.50000 73931.00| 105.25000 108828.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0077 715-05151 64.000 m | 87.00000 5568.00| 100.00000 6400.00| 109.25000 6992.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0078 715-05152 236.000 m | 90.00000 21240.00| 105.00000 24780.00| 132.00000 31152.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0079 715-05154 127.000 m | 174.00000 22098.00| 130.00000 16510.00| 144.75000 18383.25 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0080 715-05162 186.000 m | 346.00000 64356.00| 325.00000 60450.00| 295.00000 54870.00 PIPE, TYPE 2, CIRCULAR, 1350 mm | | | 0081 715-05163 466.000 m | 417.00000 194322.00| 335.00000 156110.00| 357.00000 166362.00 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0082 715-05841 1.000 EACH| 1600.00000 1600.00| 2400.00000 2400.00| 2000.00000 2000.00 CONCRETE ANCHOR, 1500 mm | | | 0083 715-07143 2.000 EACH| 675.00000 1350.00| 750.00000 1500.00| 300.00000 600.00 SAFETY METAL END SECTION, 6:1, 300 mm | | | 0084 715-46000 3.000 EACH| 275.00000 825.00| 300.00000 900.00| 160.00000 480.00 PIPE END SECTION, 300 mm | | | 0085 715-46005 1.000 EACH| 385.00000 385.00| 315.00000 315.00| 165.00000 165.00 PIPE END SECTION, 375 mm | | | 0086 715-46020 2.000 EACH| 650.00000 1300.00| 385.00000 770.00| 425.00000 850.00 PIPE END SECTION, 600 mm | | | 0087 715-91361 38.000 m | 80.00000 3040.00| 90.00000 3420.00| 72.50000 2755.00 PIPE, PVC, 150 mm | | | 0088 718-06532 2000.000 m | 1.00000 2000.00| 3.00000 6000.00| 1.00000 2000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0089 718-52610 714.000 m3 | 27.00000 19278.00| 43.00000 30702.00| 25.50000 18207.00 AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 10428.000 m2 | 2.00000 20856.00| 1.55000 16163.40| 0.95000 9906.60 GEOTEXTILES FOR UNDERDRAIN | | | 0091 720-45069 1.000 EACH| 1700.00000 1700.00| 3965.00000 3965.00| 1500.00000 1500.00 INLET, P12 | | | 0092 720-45235 3.000 EACH| 1100.00000 3300.00| 1695.00000 5085.00| 1000.00000 3000.00 CATCH BASIN, E7 | | | 0093 720-45250 23.000 EACH| 1150.00000 26450.00| 1875.00000 43125.00| 1300.00000 29900.00 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 720-45251 63.000 EACH| 1240.00000 78120.00| 1975.00000 124425.00| 1300.00000 81900.00 CATCH BASIN, K10, MODIFIED | | | 0095 720-45410 11.000 EACH| 1465.00000 16115.00| 1975.00000 21725.00| 950.00000 10450.00 MANHOLE, C4 | | | 0096 720-91352 1.000 EACH| 1400.00000 1400.00| 1785.00000 1785.00| 950.00000 950.00 CATCH BASIN, F7 | | | 0097 720-93411 4.000 EACH| 1570.00000 6280.00| 2650.00000 10600.00| 1500.00000 6000.00 INLET, C15, MODIFIED | | | 0098 720-93501 5.000 EACH| 6280.00000 31400.00| 7185.00000 35925.00| 7000.00000 35000.00 MANHOLE, L4 | | | 0099 720-95335 8.000 EACH| 6530.00000 52240.00| 9850.00000 78800.00| 9700.00000 77600.00 MANHOLE, M4 | | | 0100 720-98959 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| 900.00000 900.00 MANHOLE, A | | | 0101 801-01504 3.000 EACH| 149.00000 447.00| 89.00000 267.00| 89.00000 267.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0102 801-04308 6.000 EACH| 450.00000 2700.00| 450.00000 2700.00| 450.00000 2700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06207 8499.000 m | 3.00000 25497.00| 2.92000 24817.08| 2.92000 24817.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0104 801-06577 31.000 m | 18.00000 558.00| 17.51000 542.81| 17.51000 542.81 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0105 801-06625 22.000 EACH| 70.00000 1540.00| 70.00000 1540.00| 70.00000 1540.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0106 801-06640 49.000 EACH| 165.00000 8085.00| 165.00000 8085.00| 165.00000 8085.00 CONSTRUCTION SIGN, A | | | 0107 801-06645 5.000 EACH| 50.00000 250.00| 50.00000 250.00| 50.00000 250.00 CONSTRUCTION SIGN, B | | | 0108 801-06710 90.000 DAY | 14.00000 1260.00| 14.00000 1260.00| 14.00000 1260.00 FLASHING ARROW SIGN | | | 0109 801-06775 LUMP| 25000.00000 25000.00| 8500.00000 8500.00| 18200.00000 18200.00 MAINTAINING TRAFFIC | | | 0110 801-07118 27.000 m | 76.00000 2052.00| 76.00000 2052.00| 76.00000 2052.00 BARRICADE, III-A | | | 0111 801-07119 5.000 m | 90.00000 450.00| 90.00000 450.00| 90.00000 450.00 BARRICADE, III-B | | | 0112 802-05701 23.900 m | 27.00000 645.30| 28.00000 669.20| 27.00000 645.30 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 802-07058 5.000 EACH| 85.00000 425.00| 135.00000 675.00| 85.00000 425.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0114 802-07059 12.000 EACH| 30.00000 360.00| 50.00000 600.00| 30.00000 360.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0115 802-76025 9.030 m2 | 155.00000 1399.65| 110.00000 993.30| 155.00000 1399.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0116 802-76035 3.240 m2 | 95.00000 307.80| 120.00000 388.80| 95.00000 307.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0117 802-76045 1.920 m2 | 185.00000 355.20| 127.00000 243.84| 185.00000 355.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0118 805-01815 4.000 EACH| 1800.00000 7200.00| 1200.00000 4800.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0119 805-01842 35.000 EACH| 735.00000 25725.00| 590.00000 20650.00| 735.00000 25725.00 HANDHOLE, SIGNAL | | | 0120 805-01879 1.000 EACH| 555.00000 555.00| 475.00000 475.00| 555.00000 555.00 SIGNAL SERVICE, INSTALL | | | 0121 805-02152 8.000 EACH| 300.00000 2400.00| 230.00000 1840.00| 300.00000 2400.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0122 805-02373 1146.000 m | 5.00000 5730.00| 3.00000 3438.00| 5.00000 5730.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0123 805-06592 1615.000 m | 27.35000 44170.25| 30.00000 48450.00| 27.35000 44170.25 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0124 805-78106 1.000 EACH| 11400.00000 11400.00| 11000.00000 11000.00| 11400.00000 11400.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0126 805-78205 10.000 EACH| 535.00000 5350.00| 480.00000 4800.00| 535.00000 5350.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0127 805-78215 4.000 EACH| 585.00000 2340.00| 533.00000 2132.00| 585.00000 2340.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0128 805-78230 2.000 EACH| 925.00000 1850.00| 793.00000 1586.00| 925.00000 1850.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0129 805-78370 8.000 EACH| 72.00000 576.00| 70.00000 560.00| 72.00000 576.00 PEDESTRIAN PUSH BUTTON | | | 0130 805-78415 1.000 EACH| 2535.00000 2535.00| 1800.00000 1800.00| 2535.00000 2535.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-78420 3.000 EACH| 170.00000 510.00| 180.00000 540.00| 170.00000 510.00 DISCONNECT HANGER | | | 0132 805-78467 25.000 m | 5.25000 131.25| 12.00000 300.00| 5.25000 131.25 SIGNAL CABLE, 3C 8GA. | | | 0133 805-78470 792.000 m | 0.40000 316.80| 0.70000 554.40| 0.40000 316.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0134 805-78485 1084.000 m | 3.85000 4173.40| 2.75000 2981.00| 3.85000 4173.40 SIGNAL CABLE, 5C 14GA. | | | 0135 805-78490 314.000 m | 4.25000 1334.50| 3.00000 942.00| 4.25000 1334.50 SIGNAL CABLE, 7C 14GA. | | | 0136 805-78510 1478.000 m | 3.45000 5099.10| 2.25000 3325.50| 3.45000 5099.10 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0137 805-78746 6.000 m | 70.00000 420.00| 28.00000 168.00| 70.00000 420.00 PREFORMED LOOP DETECTORS | | | 0138 805-78785 6.000 EACH| 530.00000 3180.00| 470.00000 2820.00| 530.00000 3180.00 SIGNAL DETECTOR HOUSING | | | 0139 805-78795 240.000 m | 26.35000 6324.00| 28.00000 6720.00| 26.35000 6324.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0140 805-78925 1.000 EACH| 725.00000 725.00| 540.00000 540.00| 725.00000 725.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0141 805-81060 4.000 EACH| 2850.00000 11400.00| 2900.00000 11600.00| 2850.00000 11400.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0142 805-92504 11.000 EACH| 85.00000 935.00| 180.00000 1980.00| 85.00000 935.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0143 808-03002 441.000 m | 1.60000 705.60| 1.68000 740.88| 1.38000 608.58 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0144 808-03179 4.000 EACH| 300.00000 1200.00| 315.00000 1260.00| 345.00000 1380.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0145 808-03631 2273.000 m | 1.60000 3636.80| 1.68000 3818.64| 1.38000 3136.74 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0146 808-03632 1582.000 m | 1.60000 2531.20| 1.68000 2657.76| 1.38000 2183.16 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0147 808-05534 304.000 m | 2.20000 668.80| 2.31000 702.24| 2.76000 839.04 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0148 808-06701 252.000 m | 1.00000 252.00| 1.05000 264.60| 0.98000 246.96 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0149 808-06703 1816.000 m | 1.00000 1816.00| 1.05000 1906.80| 0.98000 1779.68 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0150 808-06705 172.000 m | 3.50000 602.00| 3.68000 632.96| 1.96000 337.12 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 251 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,874,015.44 ROUTE : 331 CALL ORDER : 251 CONTRACT ID : R -27498-A COUNTIES : ST. JOSEPH LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1374866 |(3) 38-1625197 |RIETH RILEY CONSTRUCTION |PRIMCO, INC. |SELGE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 808-75043 237.000 m | 2.65000 628.05| 2.79000 661.23| 2.90000 687.30 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0152 808-75245 1140.000 m | 1.00000 1140.00| 1.05000 1197.00| 0.98000 1117.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0153 808-75297 83.000 m | 10.50000 871.50| 11.03000 915.49| 11.60000 962.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0154 808-75320 17.000 EACH| 50.00000 850.00| 52.50000 892.50| 54.00000 918.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0155 808-75325 12.000 EACH| 72.00000 864.00| 75.60000 907.20| 77.00000 924.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0156 808-75998 105.000 EACH| 19.25000 2021.25| 20.22000 2123.10| 27.10000 2845.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0157 808-92027 322.000 m | 3.50000 1127.00| 3.68000 1184.96| 1.96000 631.12 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0158 808-96016 80.000 m | 5.25000 420.00| 5.52000 441.60| 5.80000 464.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | 0159 501-06727 LUMP| 2500.00000 2500.00| 715.00000 715.00| 2000.00000 2000.00 CORING, PCCP | | | 0160 105-06904 1.000 EACH| 50.00000 50.00| 128.50000 128.50| 100.00000 100.00 PHONE(SUPERVISOR) | | | 0161 105-06905 4.000 EACH| 50.00000 200.00| 168.50000 674.00| 100.00000 400.00 PHONE(INSPECTOR) | | | 0162 105-06906 15.000 MOS | 220.00000 3300.00| 111.00000 1665.00| 250.00000 3750.00 CELLULAR SERVICE(SUPERVISOR) | | | 0163 621-02318 1.000 kg | 259.00000 259.00| 259.00000 259.00| 259.00000 259.00 SEED MIXTURE, PRAIRIE GRASS | | | 0164 210-08160 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 5000.00000 5000.00 ALL TERRAIN VEHICLE | | | SECTION TOTALS | $ 4,148,686.02| $ 4,251,766.99| $ 4,444,212.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,148,686.02| $ 4,251,766.99| $ 4,444,212.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10,508,897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654385 4654385 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 6,521,387.61 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 6,876,000.00 105.4376% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 7,869,195.00 120.6674% 4 35-1139301 E & B PAVING, INC. $ 8,345,709.00 127.9744% ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 147256.61000 147256.61| 35607.53000 35607.53| 150000.00000 150000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 3542.72000 53140.80| 2000.00000 30000.00| 2250.38000 33755.70 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 108-01614 LUMP| 7116.91000 7116.91| 5900.00000 5900.00| 6254.00000 6254.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 325482.00000 325482.00| 300000.00000 300000.00| 390000.00000 390000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 31961.00000 31961.00| 34000.00000 34000.00| 126136.20000 126136.20 CLEARING RIGHT OF WAY | | | 0007 202-02241 750.000 LFT | 4.03000 3022.50| 5.00000 3750.00| 4.24000 3180.00 GUARDRAIL, REMOVE | | | 0008 202-03783 6.000 EACH| 229.98000 1379.88| 350.00000 2100.00| 242.03000 1452.18 SIGN, PANEL, REMOVE | | | 0009 202-04089 16.000 EACH| 48.29000 772.64| 55.00000 880.00| 50.83000 813.28 SIGN, SHEET, REMOVE | | | 0010 202-74050 4.000 EACH| 114.99000 459.96| 150.00000 600.00| 121.01000 484.04 SIGN, OVERHEAD, REMOVE | | | 0011 202-74085 1.000 EACH| 574.95000 574.95| 900.00000 900.00| 605.07000 605.07 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0012 202-82066 2.000 EACH| 471.46000 942.92| 600.00000 1200.00| 496.16000 992.32 SIGN CIRCUITRY, CANTILEVERS, REMOVE | | | 0013 202-91385 1.000 EACH| 385.22000 385.22| 600.00000 600.00| 320.53000 320.53 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-93974 2.000 EACH| 937.54000 1875.08| 1200.00000 2400.00| 986.67000 1973.34 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0015 202-94793 2397.000 LFT | 25.87000 62010.39| 20.00000 47940.00| 67.81000 162540.57 BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0016 202-96133 218.000 LFT | 42.75000 9319.50| 20.00000 4360.00| 16.15000 3520.70 PIPE, REMOVE | | | 0017 202-96151 LUMP| 2779.45000 2779.45| 1000.00000 1000.00| 1306.95000 1306.95 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0018 202-99398 1800.000 LFT | 24.33000 43794.00| 9.00000 16200.00| 9.29000 16722.00 SLOTTED DRAIN, 12 IN., REMOVE | | | 0019 203-02000 31728.000 CYS | 18.92000 600293.76| 22.50000 713880.00| 23.13000 733868.64 EXCAVATION, COMMON | | | 0020 203-02070 3257.000 CYS | 23.36000 76083.52| 1.00000 3257.00| 17.50000 56997.50 BORROW | | | 0021 205-03371 2207.000 CYS | 11.36000 25071.52| 4.00000 8828.00| 10.79000 23813.53 SEDIMENT, REMOVE | | | 0022 205-06931 158.000 TON | 44.97000 7105.26| 44.00000 6952.00| 45.69000 7219.02 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 48.000 LFT | 16.06000 770.88| 16.00000 768.00| 16.91000 811.68 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06936 528.000 TON | 28.78000 15195.84| 35.00000 18480.00| 27.13000 14324.64 TEMPORARY SEDIMENT TRAP | | | 0025 205-06937 200.000 LFT | 3.48000 696.00| 4.00000 800.00| 3.66000 732.00 TEMPORARY SILT FENCE | | | 0026 205-06938 200.000 LFT | 27.10000 5420.00| 9.00000 1800.00| 17.36000 3472.00 TEMPORARY SLOPE DRAIN | | | 0027 207-07498 60261.000 SYS | 1.00000 60261.00| 2.80000 168730.80| 4.39000 264545.79 SUBGRADE TREATMENT, TYPE A | | | 0028 210-08229 2446.000 SYS | 10.07000 24631.22| 36.00000 88056.00| 48.97000 119780.62 REINFORCED SOIL SLOPE | | | 0029 210-08231 2446.000 SYS | 20.15000 49286.90| 9.00000 22014.00| 49.47000 121003.62 SLOPE ERECTION, REINFORCED SLOPE | | | 0030 211-02050 13625.000 CYS | 10.81000 147286.25| 13.00000 177125.00| 14.25000 194156.25 B BORROW | | | 0031 211-07454 380.000 CYS | 10.81000 4107.80| 30.00000 11400.00| 23.43000 8903.40 STRUCTURE BACKFILL | | | 0032 301-07448 12936.000 TON | 17.26000 223275.36| 14.00000 181104.00| 14.42000 186537.12 COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 303-01180 7279.000 TON | 12.15000 88439.85| 14.00000 101906.00| 13.44000 97829.76 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 303-06959 415.000 TON | 12.67000 5258.05| 20.00000 8300.00| 22.06000 9154.90 AGGREGATE , COARSE NO. 8 | | | 0035 304-07783 736.000 TON | 99.18000 72996.48| 140.00000 103040.00| 135.00000 99360.00 HMA PATCHING, TYPE D | | | 0036 306-08033 46457.000 SYS | 1.04000 48315.28| 0.66000 30661.62| 1.00000 46457.00 MILLING, ASPHALT, 1 IN. | | | 0038 306-08036 1511.000 SYS | 1.07000 1616.77| 1.05000 1586.55| 2.30000 3475.30 MILLING, ASPHALT, 2 IN. | | | 0039 401-06264 LUMP| 4494.79000 4494.79| 6000.00000 6000.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0040 401-07329 8056.000 TON | 42.87000 345360.72| 50.00000 402800.00| 48.00000 386688.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0041 401-07399 5093.000 TON | 30.36000 154623.48| 33.50000 170615.50| 33.00000 168069.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0042 401-07409 24613.000 TON | 28.12000 692117.56| 31.75000 781462.75| 31.00000 763003.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0043 402-07784 4815.000 TON | 41.55000 200063.25| 49.00000 235935.00| 48.00000 231120.00 HMA SURFACE, TYPE D | | | 0044 402-07785 8230.000 TON | 29.98000 246735.40| 33.50000 275705.00| 33.00000 271590.00 HMA INTERMEDIATE, TYPE D | | | 0045 402-07786 29610.000 TON | 26.59000 787329.90| 30.00000 888300.00| 30.00000 888300.00 HMA BASE, TYPE D | | | 0046 406-05520 48.000 TON | 186.28000 8941.44| 200.00000 9600.00| 200.00000 9600.00 ASPHALT FOR TACK COAT | | | 0047 601-01522 2.000 EACH| 1309.39000 2618.78| 1475.00000 2950.00| 1378.00000 2756.00 GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-06035 812.000 LFT | 8.56000 6950.72| 6.35000 5156.20| 9.01000 7316.12 GUARDRAIL, RESET | | | 0049 601-07024 2.000 EACH| 5036.13000 10072.26| 13000.00000 26000.00| 5300.00000 10600.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0050 601-94689 6.000 EACH| 2215.90000 13295.40| 2025.00000 12150.00| 2332.00000 13992.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-97774 2.000 EACH| 1007.23000 2014.46| 925.00000 1850.00| 1060.00000 2120.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0052 601-99105 4681.000 LFT | 12.59000 58933.79| 14.00000 65534.00| 13.25000 62023.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0053 601-99106 100.000 LFT | 19.64000 1964.00| 25.00000 2500.00| 20.67000 2067.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0054 601-99123 1.000 EACH| 2014.46000 2014.46| 2200.00000 2200.00| 2120.00000 2120.00 GUARDRAIL TRANSITION, GP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 602-06944 392.000 LFT | 79.35000 31105.20| 80.00000 31360.00| 132.34000 51877.28 BARRIER, CONCRETE, 33 IN. | | | 0056 605-06145 300.000 LFT | 27.92000 8376.00| 16.00000 4800.00| 35.00000 10500.00 CURB AND GUTTER, B, CONCRETE | | | 0057 615-06505 4.000 EACH| 528.79000 2115.16| 475.00000 1900.00| 556.50000 2226.00 MONUMENT, B | | | 0058 615-06510 1.000 EACH| 428.07000 428.07| 410.00000 410.00| 450.50000 450.50 MONUMENT, C | | | 0059 615-06515 4.000 EACH| 125.90000 503.60| 120.00000 480.00| 132.50000 530.00 MONUMENT, D | | | 0060 616-02320 4510.000 SYS | 2.47000 11139.70| 1.19000 5366.90| 1.91000 8614.10 GEOTEXTILES | | | 0061 616-06405 2826.000 TON | 20.52000 57989.52| 25.00000 70650.00| 28.95000 81812.70 RIPRAP, REVETMENT | | | 0062 621-01004 4.000 EACH| 503.61000 2014.44| 500.00000 2000.00| 530.00000 2120.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-02770 2000.000 SYS | 2.37000 4740.00| 4.00000 8000.00| 2.50000 5000.00 EROSION CONTROL BLANKET | | | 0064 621-04258 75.000 LBS | 152.10000 11407.50| 165.00000 12375.00| 160.06000 12004.50 SEED MIXTURE , "NM" | | | 0065 621-06545 5.000 TON | 549.94000 2749.70| 650.00000 3250.00| 578.76000 2893.80 FERTILIZER | | | 0066 621-06554 1619.000 LBS | 3.34000 5407.46| 4.00000 6476.00| 3.52000 5698.88 SEED MIXTURE, U | | | 0067 621-06557 3600.000 LBS | 2.27000 8172.00| 4.00000 14400.00| 2.39000 8604.00 SEED MIXTURE, T | | | 0068 621-06565 70.000 TON | 420.02000 29401.40| 500.00000 35000.00| 442.02000 30941.40 MULCHING MATERIAL | | | 0069 621-06567 15.000 MG | 2.52000 37.80| 2.50000 37.50| 2.76000 41.40 WATER | | | 0070 621-06574 3736.000 SYS | 2.92000 10909.12| 4.00000 14944.00| 3.07000 11469.52 SODDING | | | 0071 621-52448 3.000 EACH| 25.18000 75.54| 50.00000 150.00| 26.50000 79.50 SIGN, DO NOT SPRAY | | | 0072 621-98038 46.000 CYS | 61.45000 2826.70| 61.00000 2806.00| 64.66000 2974.36 MULCH, HARDWOOD SHREDDED BARK | | | 0073 622-05638 253.000 EACH| 41.54000 10509.62| 41.25000 10436.25| 43.73000 11063.69 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 18" SPIREA X B. 'GOLD FLAME' | | | 0074 622-05640 43.000 EACH| 80.83000 3475.69| 80.25000 3450.75| 85.07000 3658.01 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. 24" VIBURNUM CARLESII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 622-05641 126.000 EACH| 89.90000 11327.40| 89.25000 11245.50| 94.61000 11920.86 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. 36 IN. VIBURNUM LANTANA | | | 0076 622-05650 30.000 EACH| 308.22000 9246.60| 306.00000 9180.00| 324.36000 9730.80 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. 2" MALUS 'INDIAN | | | MAGIC' | | | 0077 703-51030 1908.000 LBS | 0.50000 954.00| 0.56000 1068.48| 2.99000 5704.92 REINFORCING STEEL | | | 0078 706-01569 2.000 EACH| 1760.17000 3520.34| 1800.00000 3600.00| 2161.08000 4322.16 CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0079 714-04802 1075.000 SYS | 33.56000 36077.00| 50.00000 53750.00| 97.50000 104812.50 CONCRETE MODULAR BLOCK WALL | | | 0080 714-44240 7.000 CYS | 660.17000 4621.19| 590.00000 4130.00| 1380.00000 9660.00 CONCRETE, A, STRUCTURES | | | 0081 715-01662 635.000 LFT | 18.13000 11512.55| 10.00000 6350.00| 26.24000 16662.40 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0083 715-05019 12.000 LFT | 75.88000 910.56| 205.00000 2460.00| 171.78000 2061.36 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0084 715-05048 295.000 LFT | 8.06000 2377.70| 4.00000 1180.00| 30.40000 8968.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0085 715-05053 426.000 LFT | 15.10000 6432.60| 22.00000 9372.00| 22.03000 9384.78 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0086 715-05149 247.000 LFT | 41.31000 10203.57| 50.00000 12350.00| 32.51000 8029.97 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0087 715-05151 27.000 LFT | 58.84000 1588.68| 55.00000 1485.00| 57.41000 1550.07 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0088 715-05152 73.000 LFT | 47.19000 3444.87| 55.00000 4015.00| 29.36000 2143.28 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0089 715-05154 888.000 LFT | 37.96000 33708.48| 25.00000 22200.00| 27.28000 24224.64 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0090 715-05242 140.000 LFT | 91.91000 12867.40| 70.00000 9800.00| 99.90000 13986.00 PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0091 715-05422 1800.000 LFT | 78.19000 140742.00| 85.00000 153000.00| 60.50000 108900.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0092 715-06501 2.000 EACH| 920.88000 1841.76| 700.00000 1400.00| 1304.69000 2609.38 CONCRETE ANCHOR, MIN. AREA 8.9 SQ. FT. | | | 0093 715-46000 6.000 EACH| 248.11000 1488.66| 335.00000 2010.00| 438.46000 2630.76 PIPE END SECTION, 12 IN. | | | 0094 715-46005 2.000 EACH| 262.07000 524.14| 345.00000 690.00| 641.25000 1282.50 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 715-46010 3.000 EACH| 278.17000 834.51| 435.00000 1305.00| 468.13000 1404.39 PIPE END SECTION, 18 IN. | | | 0096 715-46020 1.000 EACH| 510.06000 510.06| 600.00000 600.00| 506.29000 506.29 PIPE END SECTION, 24 IN. | | | 0097 715-46040 2.000 EACH| 510.05000 1020.10| 775.00000 1550.00| 697.10000 1394.20 PIPE END SECTION, 36 IN. | | | 0098 715-92459 1.000 EACH| 373.83000 373.83| 840.00000 840.00| 567.07000 567.07 PIPE END SECTION, REINSTALL | | | 0099 718-06528 18.000 EACH| 594.26000 10696.68| 725.00000 13050.00| 646.92000 11644.56 OUTLET PROTECTOR, 1 | | | 0100 718-52610 27.000 CYS | 33.08000 893.16| 75.00000 2025.00| 24.73000 667.71 AGGREGATE FOR UNDERDRAINS | | | 0101 720-03129 1.000 EACH| 1456.00000 1456.00| 800.00000 800.00| 1354.07000 1354.07 INLET AND CASTING, RESET | | | 0102 720-04682 1.000 EACH| 5388.38000 5388.38| 3800.00000 3800.00| 2705.57000 2705.57 INLET TYPE H | | | 0103 720-04682 2.000 EACH| 2867.03000 5734.06| 2800.00000 5600.00| 2705.57000 5411.14 INLET TYPE HA, MODIFIED | | | 0104 720-06607 6.000 EACH| 1518.42000 9110.52| 400.00000 2400.00| 552.06000 3312.36 SLOTTED DRAIN CLEANOUT | | | 0105 720-06607 2.000 EACH| 1518.34000 3036.68| 400.00000 800.00| 775.09000 1550.18 SLOTTED DRAIN CLEANOUT MODIFIED | | | 0106 720-44000 9.000 EACH| 423.96000 3815.64| 800.00000 7200.00| 594.74000 5352.66 CASTING, ADJUST TO GRADE | | | 0107 720-45235 1.000 EACH| 1828.15000 1828.15| 2500.00000 2500.00| 3720.98000 3720.98 CATCH BASIN, E7 | | | 0108 720-45410 2.000 EACH| 2194.36000 4388.72| 2600.00000 5200.00| 4009.31000 8018.62 MANHOLE, C4 | | | 0109 720-96995 5.000 EACH| 268.29000 1341.45| 425.00000 2125.00| 747.27000 3736.35 CLEAN INLET | | | 0110 731-93946 9674.000 SFT | 0.78000 7545.72| 9.00000 87066.00| 15.00000 145110.00 WALL ERECTION MODULAR BLOCK WALL | | | 0112 801-03290 8.000 EACH| 308.38000 2467.04| 370.00000 2960.00| 324.54000 2596.32 CONSTRUCTION SIGN, C , WORK ZONE PATROL | | | 0113 801-06201 3060.000 SYS | 0.34000 1040.40| 0.34000 1040.40| 0.36000 1101.60 TEMPORARY PANEL SIGNS | | | 0114 801-06202 1152.000 LFT | 43.61000 50238.72| 43.30000 49881.60| 45.90000 52876.80 TEMPORARY PANEL SIGN SUPPORTS | | | 0115 801-06203 41063.000 LFT | 0.15000 6159.45| 0.15000 6159.45| 0.16000 6570.08 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0116 801-06640 33.000 EACH| 109.79000 3623.07| 125.00000 4125.00| 99.64000 3288.12 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 801-06645 4.000 EACH| 44.32000 177.28| 50.00000 200.00| 31.80000 127.20 CONSTRUCTION SIGN, B | | | 0118 801-06646 9530.000 LFT | 12.66000 120649.80| 16.00000 152480.00| 14.60000 139138.00 TEMPORARY CONCRETE BARRIER | | | 0119 801-06710 450.000 DAY | 5.03000 2263.50| 18.00000 8100.00| 12.72000 5724.00 FLASHING ARROW SIGN | | | 0120 801-06775 LUMP| 152094.82000 152094.82| 178000.00000 178000.00| 175000.00000 175000.00 MAINTAINING TRAFFIC | | | 0121 801-06808 4000.000 HRS | 25.18000 100720.00| 12.00000 48000.00| 26.50000 106000.00 TRUCK, TOW | | | 0122 801-07606 1845.000 LFT | 38.42000 70884.90| 30.00000 55350.00| 22.50000 41512.50 TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0123 801-95580 11910.000 LFT | 18.99000 226170.90| 12.00000 142920.00| 21.34000 254159.40 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0124 802-02158 5.000 EACH| 469.15000 2345.75| 472.31000 2361.55| 493.74000 2468.70 SIGN, PANEL, REMOVE AND REINSTALL | | | 0125 802-03776 139.000 LFT | 45.88000 6377.32| 46.19000 6420.41| 48.28000 6710.92 SIGN POST, WOOD, 6 IN. X 6 IN. | | | 0126 802-05701 85.000 LFT | 11.53000 980.05| 11.61000 986.85| 12.14000 1031.90 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0127 802-05702 197.000 LFT | 6.14000 1209.58| 6.18000 1217.46| 6.46000 1272.62 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0128 802-07057 1483.000 SFT | 12.95000 19204.85| 13.03000 19323.49| 13.62000 20198.46 SIGN, PANEL, WITH LEGEND | | | 0129 802-07058 6.000 EACH| 184.54000 1107.24| 185.78000 1114.68| 194.21000 1165.26 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0130 802-07101 3.000 EACH| 15307.30000 45921.90| 15410.14000 46230.42| 16109.32000 48327.96 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0131 802-07102 3.000 EACH| 9096.76000 27290.28| 9157.87000 27473.61| 9573.38000 28720.14 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0132 802-07138 2.000 EACH| 509.90000 1019.80| 513.33000 1026.66| 536.62000 1073.24 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0133 802-07151 4.000 EACH| 509.89000 2039.56| 513.33000 2053.32| 536.62000 2146.48 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0134 802-07158 2.000 EACH| 3746.34000 7492.68| 3771.51000 7543.02| 3942.63000 7885.26 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 802-07159 1.000 EACH| 3524.75000 3524.75| 3548.43000 3548.43| 3709.43000 3709.43 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0137 802-07271 2.000 EACH| 4346.01000 8692.02| 2915.54000 5831.08| 844.11000 1688.22 BOX TRUSS SIGN FOUNDATION, V-A MODIFIED | | | 0138 802-07275 1.000 EACH| 5232.46000 5232.46| 7578.45000 7578.45| 5506.62000 5506.62 BOX TRUSS SIGN FOUNDATION, V-C | | | 0139 802-07278 1.000 EACH| 5409.74000 5409.74| 7756.91000 7756.91| 5693.18000 5693.18 BOX TRUSS SIGN FOUNDATION, V-D | | | 0140 802-07280 1.000 EACH| 4144.58000 4144.58| 2910.18000 2910.18| 632.11000 632.11 BOX TRUSS SIGN FOUNDATION, VI-A MODIFIED| | | 0141 802-76025 62.000 SFT | 12.18000 755.16| 12.27000 760.74| 12.83000 795.46 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0142 802-76035 101.000 SFT | 9.48000 957.48| 9.54000 963.54| 9.97000 1006.97 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0143 802-76065 25.000 LFT | 7.14000 178.50| 7.19000 179.75| 7.52000 188.00 SIGN POST, B | | | 0144 802-76095 1356.000 LBS | 2.54000 3444.24| 2.56000 3471.36| 2.67000 3620.52 STRUCTURAL STEEL, BREAKAWAY | | | 0145 802-76110 2.000 EACH| 30958.06000 61916.12| 31166.04000 62332.08| 32580.09000 65160.18 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0146 802-76110 1.000 EACH| 48190.11000 48190.11| 48513.84000 48513.84| 50714.99000 50714.99 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | , SPECIAL | | | 0147 802-76140 3.000 EACH| 14997.06000 44991.18| 15097.82000 45293.46| 15782.83000 47348.49 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0148 804-06770 60.000 EACH| 20.15000 1209.00| 25.00000 1500.00| 26.50000 1590.00 DELINEATOR POST | | | 0149 804-06771 50.000 EACH| 20.15000 1007.50| 75.00000 3750.00| 26.50000 1325.00 DELINEATOR POST, FLEXIBLE | | | 0150 805-02352 5700.000 LFT | 6.93000 39501.00| 6.98000 39786.00| 7.29000 41553.00 WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0152 807-02191 4.000 EACH| 729.73000 2918.92| 734.63000 2938.52| 767.96000 3071.84 HANDHOLE, LIGHTING | | | 0153 807-02370 7.000 EACH| 487.66000 3413.62| 490.94000 3436.58| 513.21000 3592.47 LIGHT STRUCTURE, REMOVE AND RESET | | | 0154 807-02428 7.000 EACH| 755.76000 5290.32| 760.83000 5325.81| 795.35000 5567.45 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 807-86810 2.000 EACH| 3626.00000 7252.00| 3650.36000 7300.72| 3815.98000 7631.96 SERVICE POINT, II | | | 0160 807-86910 14.000 EACH| 34.77000 486.78| 35.00000 490.00| 36.59000 512.26 CONNECTOR KIT, UNFUSED | | | 0161 807-86915 14.000 EACH| 34.77000 486.78| 35.00000 490.00| 36.59000 512.26 CONNECTOR KIT, FUSED | | | 0162 807-86920 15.000 EACH| 14.00000 210.00| 14.09000 211.35| 14.73000 220.95 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0163 807-86930 28.000 EACH| 13.16000 368.48| 13.25000 371.00| 13.85000 387.80 INSULATION LINK, NONWATERPROOFED | | | 0164 807-86935 20.000 EACH| 20.37000 407.40| 20.50000 410.00| 21.43000 428.60 INSULATION LINK, WATERPROOFED | | | 0165 807-86950 6.000 EACH| 19.81000 118.86| 19.95000 119.70| 20.85000 125.10 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0166 807-86955 1.000 EACH| 210.85000 210.85| 212.26000 212.26| 221.89000 221.89 CABLE DUCT MARKER | | | 0167 808-03631 4527.000 LFT | 0.32000 1448.64| 0.32000 1448.64| 0.34000 1539.18 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0168 808-03632 9050.000 LFT | 0.32000 2896.00| 0.32000 2896.00| 0.34000 3077.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0169 808-05534 1148.000 LFT | 0.64000 734.72| 0.64000 734.72| 0.68000 780.64 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0170 808-05535 560.000 LFT | 5.03000 2816.80| 5.00000 2800.00| 5.30000 2968.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0171 808-06713 8038.000 LFT | 0.14000 1125.32| 0.25000 2009.50| 0.15000 1205.70 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0172 808-06714 17085.000 LFT | 0.14000 2391.90| 0.25000 4271.25| 0.15000 2562.75 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0173 808-06716 75832.000 LFT | 0.21000 15924.72| 0.20000 15166.40| 0.21000 15924.72 LINE, REMOVE | | | 0174 808-74811 3180.000 LFT | 0.40000 1272.00| 0.40000 1272.00| 0.42000 1335.60 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0175 808-75001 3484.000 LFT | 0.18000 627.12| 0.17000 592.28| 0.18000 627.12 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0176 808-75008 1715.000 LFT | 0.28000 480.20| 0.28000 480.20| 0.30000 514.50 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0177 808-75994 200.000 EACH| 8.56000 1712.00| 8.50000 1700.00| 9.81000 1962.00 PRISMATIC REFLECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 36-2231526 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 808-75996 200.000 EACH| 9.72000 1944.00| 9.65000 1930.00| 10.60000 2120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0179 808-75998 510.000 EACH| 24.78000 12637.80| 24.60000 12546.00| 25.44000 12974.40 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0180 601-07024 2.000 EACH| 15108.40000 30216.80| 14550.00000 29100.00| 15900.00000 31800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 , | | | LEAVE IN PLACE | | | 0181 801-06198 90.000 DAY | 652.68000 58741.20| 300.00000 27000.00| 686.88000 61819.20 PATROLLER | | | 0182 801-06207 20278.000 LFT | 0.76000 15411.28| 1.00000 20278.00| 0.81000 16425.18 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0183 731-08252 1100.000 LFT | 22.00000 24200.00| 25.00000 27500.00| 28.50000 31350.00 LEVELING PAD | | | 0184 802-07280 1.000 EACH| 4346.03000 4346.03| 4500.00000 4500.00| 844.11000 844.11 BOX TRUSS SIGN FOUNDATION, VI-A | | | SECTION TOTALS | $ 6,521,387.61| $ 6,876,000.00| $ 7,869,195.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,521,387.61| $ 6,876,000.00| $ 7,869,195.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 146200.00000 146200.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 15.000 MOS | 2000.00000 30000.00| | FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 108-01614 LUMP| 10000.00000 10000.00| | PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 415000.00000 415000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 35000.00000 35000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02241 750.000 LFT | 4.00000 3000.00| | GUARDRAIL, REMOVE | | | 0008 202-03783 6.000 EACH| 228.33000 1369.98| | SIGN, PANEL, REMOVE | | | 0009 202-04089 16.000 EACH| 47.95000 767.20| | SIGN, SHEET, REMOVE | | | 0010 202-74050 4.000 EACH| 114.16000 456.64| | SIGN, OVERHEAD, REMOVE | | | 0011 202-74085 1.000 EACH| 570.82000 570.82| | OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0012 202-82066 2.000 EACH| 468.07000 936.14| | SIGN CIRCUITRY, CANTILEVERS, REMOVE | | | 0013 202-91385 1.000 EACH| 622.00000 622.00| | INLET, REMOVE | | | 0014 202-93974 2.000 EACH| 930.82000 1861.64| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0015 202-94793 2397.000 LFT | 21.00000 50337.00| | BARRIER, MEDIAN, CONCRETE, REMOVE | | | 0016 202-96133 218.000 LFT | 32.00000 6976.00| | PIPE, REMOVE | | | 0017 202-96151 LUMP| 1232.97000 1232.97| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0018 202-99398 1800.000 LFT | 31.00000 55800.00| | SLOTTED DRAIN, 12 IN., REMOVE | | | 0019 203-02000 31728.000 CYS | 21.20000 672633.60| | EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 203-02070 3257.000 CYS | 16.00000 52112.00| | BORROW | | | 0021 205-03371 2207.000 CYS | 15.00000 33105.00| | SEDIMENT, REMOVE | | | 0022 205-06931 158.000 TON | 27.00000 4266.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 48.000 LFT | 6.35000 304.80| | TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06936 528.000 TON | 16.45000 8685.60| | TEMPORARY SEDIMENT TRAP | | | 0025 205-06937 200.000 LFT | 8.20000 1640.00| | TEMPORARY SILT FENCE | | | 0026 205-06938 200.000 LFT | 44.30000 8860.00| | TEMPORARY SLOPE DRAIN | | | 0027 207-07498 60261.000 SYS | 5.30000 319383.30| | SUBGRADE TREATMENT, TYPE A | | | 0028 210-08229 2446.000 SYS | 80.00000 195680.00| | REINFORCED SOIL SLOPE | | | 0029 210-08231 2446.000 SYS | 33.00000 80718.00| | SLOPE ERECTION, REINFORCED SLOPE | | | 0030 211-02050 13625.000 CYS | 21.00000 286125.00| | B BORROW | | | 0031 211-07454 380.000 CYS | 26.00000 9880.00| | STRUCTURE BACKFILL | | | 0032 301-07448 12936.000 TON | 17.00000 219912.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 303-01180 7279.000 TON | 16.00000 116464.00| | COMPACTED AGGREGATE, NO. 53 | | | 0034 303-06959 415.000 TON | 32.25000 13383.75| | AGGREGATE , COARSE NO. 8 | | | 0035 304-07783 736.000 TON | 200.00000 147200.00| | HMA PATCHING, TYPE D | | | 0036 306-08033 46457.000 SYS | 1.25000 58071.25| | MILLING, ASPHALT, 1 IN. | | | 0038 306-08036 1511.000 SYS | 1.55000 2342.05| | MILLING, ASPHALT, 2 IN. | | | 0039 401-06264 LUMP| 5230.00000 5230.00| | PROFILOGRAPH, HMA | | | 0040 401-07329 8056.000 TON | 49.00000 394744.00| | QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0041 401-07399 5093.000 TON | 36.00000 183348.00| | QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 401-07409 24613.000 TON | 30.00000 738390.00| | QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0043 402-07784 4815.000 TON | 50.00000 240750.00| | HMA SURFACE, TYPE D | | | 0044 402-07785 8230.000 TON | 38.00000 312740.00| | HMA INTERMEDIATE, TYPE D | | | 0045 402-07786 29610.000 TON | 32.00000 947520.00| | HMA BASE, TYPE D | | | 0046 406-05520 48.000 TON | 200.00000 9600.00| | ASPHALT FOR TACK COAT | | | 0047 601-01522 2.000 EACH| 1300.00000 2600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-06035 812.000 LFT | 8.50000 6902.00| | GUARDRAIL, RESET | | | 0049 601-07024 2.000 EACH| 5000.00000 10000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0050 601-94689 6.000 EACH| 2200.00000 13200.00| | GUARDRAIL END TREATMENT, OS | | | 0051 601-97774 2.000 EACH| 1000.00000 2000.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0052 601-99105 4681.000 LFT | 12.50000 58512.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0053 601-99106 100.000 LFT | 19.50000 1950.00| | GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0054 601-99123 1.000 EACH| 2000.00000 2000.00| | GUARDRAIL TRANSITION, GP | | | 0055 602-06944 392.000 LFT | 70.00000 27440.00| | BARRIER, CONCRETE, 33 IN. | | | 0056 605-06145 300.000 LFT | 20.00000 6000.00| | CURB AND GUTTER, B, CONCRETE | | | 0057 615-06505 4.000 EACH| 525.00000 2100.00| | MONUMENT, B | | | 0058 615-06510 1.000 EACH| 425.00000 425.00| | MONUMENT, C | | | 0059 615-06515 4.000 EACH| 125.00000 500.00| | MONUMENT, D | | | 0060 616-02320 4510.000 SYS | 2.20000 9922.00| | GEOTEXTILES | | | 0061 616-06405 2826.000 TON | 24.00000 67824.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 621-01004 4.000 EACH| 500.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-02770 2000.000 SYS | 2.36000 4720.00| | EROSION CONTROL BLANKET | | | 0064 621-04258 75.000 LBS | 151.00000 11325.00| | SEED MIXTURE , "NM" | | | 0065 621-06545 5.000 TON | 546.00000 2730.00| | FERTILIZER | | | 0066 621-06554 1619.000 LBS | 3.32000 5375.08| | SEED MIXTURE, U | | | 0067 621-06557 3600.000 LBS | 2.25000 8100.00| | SEED MIXTURE, T | | | 0068 621-06565 70.000 TON | 417.00000 29190.00| | MULCHING MATERIAL | | | 0069 621-06567 15.000 MG | 2.50000 37.50| | WATER | | | 0070 621-06574 3736.000 SYS | 2.90000 10834.40| | SODDING | | | 0071 621-52448 3.000 EACH| 25.00000 75.00| | SIGN, DO NOT SPRAY | | | 0072 621-98038 46.000 CYS | 61.00000 2806.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0073 622-05638 253.000 EACH| 41.25000 10436.25| | PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 18" SPIREA X B. 'GOLD FLAME' | | | 0074 622-05640 43.000 EACH| 80.25000 3450.75| | PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. 24" VIBURNUM CARLESII | | | 0075 622-05641 126.000 EACH| 89.25000 11245.50| | PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. 36 IN. VIBURNUM LANTANA | | | 0076 622-05650 30.000 EACH| 306.00000 9180.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. 2" MALUS 'INDIAN | | | MAGIC' | | | 0077 703-51030 1908.000 LBS | 1.23000 2346.84| | REINFORCING STEEL | | | 0078 706-01569 2.000 EACH| 2880.00000 5760.00| | CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0079 714-04802 1075.000 SYS | 106.76000 114767.00| | CONCRETE MODULAR BLOCK WALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 714-44240 7.000 CYS | 590.00000 4130.00| | CONCRETE, A, STRUCTURES | | | 0081 715-01662 635.000 LFT | 48.00000 30480.00| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0083 715-05019 12.000 LFT | 71.00000 852.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0084 715-05048 295.000 LFT | 4.85000 1430.75| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0085 715-05053 426.000 LFT | 6.35000 2705.10| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0086 715-05149 247.000 LFT | 27.25000 6730.75| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0087 715-05151 27.000 LFT | 28.00000 756.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0088 715-05152 73.000 LFT | 32.40000 2365.20| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0089 715-05154 888.000 LFT | 38.45000 34143.60| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0090 715-05242 140.000 LFT | 145.75000 20405.00| | PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0091 715-05422 1800.000 LFT | 86.05000 154890.00| | PIPE, SLOTTED DRAIN, 12 IN. | | | 0092 715-06501 2.000 EACH| 1404.00000 2808.00| | CONCRETE ANCHOR, MIN. AREA 8.9 SQ. FT. | | | 0093 715-46000 6.000 EACH| 525.00000 3150.00| | PIPE END SECTION, 12 IN. | | | 0094 715-46005 2.000 EACH| 567.00000 1134.00| | PIPE END SECTION, 15 IN. | | | 0095 715-46010 3.000 EACH| 751.00000 2253.00| | PIPE END SECTION, 18 IN. | | | 0096 715-46020 1.000 EACH| 850.00000 850.00| | PIPE END SECTION, 24 IN. | | | 0097 715-46040 2.000 EACH| 1322.00000 2644.00| | PIPE END SECTION, 36 IN. | | | 0098 715-92459 1.000 EACH| 235.00000 235.00| | PIPE END SECTION, REINSTALL | | | 0099 718-06528 18.000 EACH| 400.00000 7200.00| | OUTLET PROTECTOR, 1 | | | 0100 718-52610 27.000 CYS | 48.00000 1296.00| | AGGREGATE FOR UNDERDRAINS | | | 0101 720-03129 1.000 EACH| 1530.00000 1530.00| | INLET AND CASTING, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 720-04682 1.000 EACH| 4030.00000 4030.00| | INLET TYPE H | | | 0103 720-04682 2.000 EACH| 4062.00000 8124.00| | INLET TYPE HA, MODIFIED | | | 0104 720-06607 6.000 EACH| 50.00000 300.00| | SLOTTED DRAIN CLEANOUT | | | 0105 720-06607 2.000 EACH| 50.00000 100.00| | SLOTTED DRAIN CLEANOUT MODIFIED | | | 0106 720-44000 9.000 EACH| 215.00000 1935.00| | CASTING, ADJUST TO GRADE | | | 0107 720-45235 1.000 EACH| 3100.00000 3100.00| | CATCH BASIN, E7 | | | 0108 720-45410 2.000 EACH| 2510.00000 5020.00| | MANHOLE, C4 | | | 0109 720-96995 5.000 EACH| 750.00000 3750.00| | CLEAN INLET | | | 0110 731-93946 9674.000 SFT | 11.51000 111347.74| | WALL ERECTION MODULAR BLOCK WALL | | | 0112 801-03290 8.000 EACH| 306.17000 2449.36| | CONSTRUCTION SIGN, C , WORK ZONE PATROL | | | 0113 801-06201 3060.000 SYS | 0.34000 1040.40| | TEMPORARY PANEL SIGNS | | | 0114 801-06202 1152.000 LFT | 43.30000 49881.60| | TEMPORARY PANEL SIGN SUPPORTS | | | 0115 801-06203 41063.000 LFT | 0.15000 6159.45| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0116 801-06640 33.000 EACH| 94.00000 3102.00| | CONSTRUCTION SIGN, A | | | 0117 801-06645 4.000 EACH| 30.00000 120.00| | CONSTRUCTION SIGN, B | | | 0118 801-06646 9530.000 LFT | 18.55000 176781.50| | TEMPORARY CONCRETE BARRIER | | | 0119 801-06710 450.000 DAY | 12.00000 5400.00| | FLASHING ARROW SIGN | | | 0120 801-06775 LUMP| 275454.47000 275454.47| | MAINTAINING TRAFFIC | | | 0121 801-06808 4000.000 HRS | 45.00000 180000.00| | TRUCK, TOW | | | 0122 801-07606 1845.000 LFT | 25.00000 46125.00| | TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0123 801-95580 11910.000 LFT | 27.05000 322165.50| | TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 802-02158 5.000 EACH| 465.79000 2328.95| | SIGN, PANEL, REMOVE AND REINSTALL | | | 0125 802-03776 139.000 LFT | 45.55000 6331.45| | SIGN POST, WOOD, 6 IN. X 6 IN. | | | 0126 802-05701 85.000 LFT | 11.45000 973.25| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0127 802-05702 197.000 LFT | 6.09000 1199.73| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0128 802-07057 1483.000 SFT | 12.85000 19056.55| | SIGN, PANEL, WITH LEGEND | | | 0129 802-07058 6.000 EACH| 183.22000 1099.32| | SIGN, SHEET ASSEMBLY, RELOCATE | | | 0130 802-07101 3.000 EACH| 15197.47000 45592.41| | SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0131 802-07102 3.000 EACH| 9031.49000 27094.47| | SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0132 802-07138 2.000 EACH| 506.24000 1012.48| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0133 802-07151 4.000 EACH| 506.24000 2024.96| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0134 802-07158 2.000 EACH| 3719.46000 7438.92| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0135 802-07159 1.000 EACH| 3499.46000 3499.46| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0137 802-07271 2.000 EACH| 14596.33000 29192.66| | BOX TRUSS SIGN FOUNDATION, V-A MODIFIED | | | 0138 802-07275 1.000 EACH| 5194.92000 5194.92| | BOX TRUSS SIGN FOUNDATION, V-C | | | 0139 802-07278 1.000 EACH| 5370.92000 5370.92| | BOX TRUSS SIGN FOUNDATION, V-D | | | 0140 802-07280 1.000 EACH| 16696.33000 16696.33| | BOX TRUSS SIGN FOUNDATION, VI-A MODIFIED| | | 0141 802-76025 62.000 SFT | 12.10000 750.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 802-76035 101.000 SFT | 9.41000 950.41| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0143 802-76065 25.000 LFT | 7.09000 177.25| | SIGN POST, B | | | 0144 802-76095 1356.000 LBS | 2.52000 3417.12| | STRUCTURAL STEEL, BREAKAWAY | | | 0145 802-76110 2.000 EACH| 30735.93000 61471.86| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0146 802-76110 1.000 EACH| 47844.33000 47844.33| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | , SPECIAL | | | 0147 802-76140 3.000 EACH| 14889.46000 44668.38| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0148 804-06770 60.000 EACH| 18.00000 1080.00| | DELINEATOR POST | | | 0149 804-06771 50.000 EACH| 22.00000 1100.00| | DELINEATOR POST, FLEXIBLE | | | 0150 805-02352 5700.000 LFT | 6.88000 39216.00| | WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0152 807-02191 4.000 EACH| 724.49000 2897.96| | HANDHOLE, LIGHTING | | | 0153 807-02370 7.000 EACH| 484.16000 3389.12| | LIGHT STRUCTURE, REMOVE AND RESET | | | 0154 807-02428 7.000 EACH| 750.33000 5252.31| | CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0159 807-86810 2.000 EACH| 3599.98000 7199.96| | SERVICE POINT, II | | | 0160 807-86910 14.000 EACH| 34.52000 483.28| | CONNECTOR KIT, UNFUSED | | | 0161 807-86915 14.000 EACH| 34.52000 483.28| | CONNECTOR KIT, FUSED | | | 0162 807-86920 15.000 EACH| 13.90000 208.50| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0163 807-86930 28.000 EACH| 13.07000 365.96| | INSULATION LINK, NONWATERPROOFED | | | 0164 807-86935 20.000 EACH| 20.22000 404.40| | INSULATION LINK, WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 807-86950 6.000 EACH| 19.67000 118.02| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0166 807-86955 1.000 EACH| 209.33000 209.33| | CABLE DUCT MARKER | | | 0167 808-03631 4527.000 LFT | 0.32000 1448.64| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0168 808-03632 9050.000 LFT | 0.32000 2896.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0169 808-05534 1148.000 LFT | 0.64000 734.72| | LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0170 808-05535 560.000 LFT | 5.00000 2800.00| | TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0171 808-06713 8038.000 LFT | 0.14000 1125.32| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0172 808-06714 17085.000 LFT | 0.14000 2391.90| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0173 808-06716 75832.000 LFT | 0.20000 15166.40| | LINE, REMOVE | | | 0174 808-74811 3180.000 LFT | 0.40000 1272.00| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0175 808-75001 3484.000 LFT | 0.17000 592.28| | LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0176 808-75008 1715.000 LFT | 0.28000 480.20| | LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0177 808-75994 200.000 EACH| 8.50000 1700.00| | PRISMATIC REFLECTOR | | | 0178 808-75996 200.000 EACH| 9.65000 1930.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0179 808-75998 510.000 EACH| 24.60000 12546.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0180 601-07024 2.000 EACH| 15000.00000 30000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 , | | | LEAVE IN PLACE | | | 0181 801-06198 90.000 DAY | 635.00000 57150.00| | PATROLLER | | | 0182 801-06207 20278.000 LFT | 1.01000 20480.78| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 271 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 10508897.66 ROUTE : 465 CALL ORDER : 271 CONTRACT ID : R -27532-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0183 731-08252 1100.000 LFT | 21.05000 23155.00| | LEVELING PAD | | | 0184 802-07280 1.000 EACH| 16696.33000 16696.33| | BOX TRUSS SIGN FOUNDATION, VI-A | | | SECTION TOTALS | $ 8,345,709.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,345,709.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 44 CALL ORDER : 311 CONTRACT ID : R -27630-A COUNTIES : FAYETTE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 35,482.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE REJECTED $ 271,000.00 763.7675% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,400.00 ROUTE : US 41 CALL ORDER : 321 CONTRACT ID : R -27633-A COUNTIES : PARKE LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 037200M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30-8027898 BRYAN'S HAULING & EXCAVATING $ 7,349.47 100.0000% 2 20-0740607 SMALL WILSON CONTRACTORS LLC $ 9,420.00 128.1725% 3 35-1874009 HAUER EXCAVATING $ 9,850.00 134.0232% 4 35-1817574 YARDBERRY LANDSCAPE $ 13,650.00 185.7276% 5 35-1673827 HENDERSON, H.E., INC. $ 20,515.86 279.1474% ==================================================================================================================================== |(1) 30-8027898 |(2) 20-0740607 |(3) 35-1874009 |BRYAN'S HAULING & EXCAVATING|SMALL WILSON CONTRACTORS LLC|HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 110-01001 LUMP| 450.00000 450.00| 2000.00000 2000.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 6449.47000 6449.47| 7000.00000 7000.00| 9245.00000 9245.00 HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 150.000 SYS | 3.00000 450.00| 2.80000 420.00| 0.70000 105.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 7,349.47| $ 9,420.00| $ 9,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,349.47| $ 9,420.00| $ 9,850.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 19,400.00 ROUTE : US 41 CALL ORDER : 321 CONTRACT ID : R -27633-A COUNTIES : PARKE LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1673827 | |YARDBERRY LANDSCAPE |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 110-01001 LUMP| 500.00000 500.00| 3510.00000 3510.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 13000.00000 13000.00| 15595.86000 15595.86| HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 150.000 SYS | 1.00000 150.00| 9.40000 1410.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 13,650.00| $ 20,515.86| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,650.00| $ 20,515.86| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,825.00 ROUTE : SR 28 CALL ORDER : 331 CONTRACT ID : R -27634-A COUNTIES : CLINTON LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 106300J SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 15,930.00 100.0000% 2 30-8027898 BRYAN'S HAULING & EXCAVATING $ 15,995.00 100.4080% 3 35-1817574 YARDBERRY LANDSCAPE $ 17,850.00 112.0527% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 39,150.00 245.7627% ==================================================================================================================================== |(1) 35-1874009 |(2) 30-8027898 |(3) 35-1817574 |HAUER EXCAVATING |BRYAN'S HAULING & EXCAVATING|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF STRUCTURE | | | 0001 110-01001 LUMP| 800.00000 800.00| 1000.00000 1000.00| 850.00000 850.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 5880.00000 5880.00| 4665.00000 4665.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 | | | 0003 202-03000 LUMP| 3000.00000 3000.00| 4665.00000 4665.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23, BARN | | | 0004 202-03000 LUMP| 5900.00000 5900.00| 4665.00000 4665.00| 8500.00000 8500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0005 621-06559 500.000 SYS | 0.70000 350.00| 2.00000 1000.00| 1.00000 500.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 15,930.00| $ 15,995.00| $ 17,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,930.00| $ 15,995.00| $ 17,850.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,825.00 ROUTE : SR 28 CALL ORDER : 331 CONTRACT ID : R -27634-A COUNTIES : CLINTON LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF STRUCTURE | | | 0001 110-01001 LUMP| 2000.00000 2000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 13200.00000 13200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 | | | 0003 202-03000 LUMP| 9700.00000 9700.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23, BARN | | | 0004 202-03000 LUMP| 12900.00000 12900.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0005 621-06559 500.000 SYS | 2.70000 1350.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 39,150.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,150.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,500.00 ROUTE : US 231 CALL ORDER : 341 CONTRACT ID : R -27646-A COUNTIES : PUTNAM LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 04320AE SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30-8027898 BRYAN'S HAULING & EXCAVATING $ 4,250.00 100.0000% 2 20-0740607 SMALL WILSON CONTRACTORS LLC $ 6,420.00 151.0588% 3 35-1595689 ONYX PAVING COMPANY, INC. $ 6,450.00 151.7647% 4 35-1874009 HAUER EXCAVATING $ 6,950.00 163.5294% 5 35-1673827 HENDERSON, H.E., INC. $ 9,556.60 224.8611% ==================================================================================================================================== |(1) 30-8027898 |(2) 20-0740607 |(3) 35-1595689 |BRYAN'S HAULING & EXCAVATING|SMALL WILSON CONTRACTORS LLC|ONYX PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 110-01001 LUMP| 600.00000 600.00| 1500.00000 1500.00| 950.00000 950.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 3350.00000 3350.00| 4300.00000 4300.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 100.000 SYS | 3.00000 300.00| 6.20000 620.00| 15.00000 1500.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 4,250.00| $ 6,420.00| $ 6,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,250.00| $ 6,420.00| $ 6,450.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,500.00 ROUTE : US 231 CALL ORDER : 341 CONTRACT ID : R -27646-A COUNTIES : PUTNAM LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1874009 |(5) 35-1673827 | |HAUER EXCAVATING |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION | | | 0001 110-01001 LUMP| 500.00000 500.00| 2000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 6400.00000 6400.00| 6199.60000 6199.60| HOUSES AND BUILDINGS, REMOVE | | | 0003 621-06559 100.000 SYS | 0.50000 50.00| 13.57000 1357.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 6,950.00| $ 9,556.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,950.00| $ 9,556.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 534300S SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0997978 PHEND & BROWN, INC. $ 2,377,133.22 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,467,898.59 103.8182% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,567,999.41 108.0292% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,586,074.43 108.7896% ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-0918397 |PHEND & BROWN, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 18000.00000 18000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1650.00000 9900.00| 1500.00000 9000.00| 1834.00000 11004.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 120000.00000 120000.00| 123395.00000 123395.00| 125926.00000 125926.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 1150.00000 1150.00| 10000.00000 10000.00| 1600.00000 1600.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0005 202-02241 2030.000 LFT | 1.66000 3369.80| 1.70000 3451.00| 1.66000 3369.80 GUARDRAIL, REMOVE | | | 0006 202-02271 73.000 EACH| 340.00000 24820.00| 275.00000 20075.00| 373.00000 27229.00 HEADWALL, REMOVE | | | 0007 202-02279 5875.000 LFT | 8.00000 47000.00| 6.50000 38187.50| 18.40000 108100.00 CURB AND GUTTER, REMOVE | | | 0008 202-02928 1.000 EACH| 310.00000 310.00| 510.00000 510.00| 562.00000 562.00 CATCH BASIN, REMOVE | | | 0009 202-52710 742.000 SYS | 8.00000 5936.00| 7.30000 5416.60| 9.00000 6678.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-90277 10.000 EACH| 200.00000 2000.00| 350.00000 3500.00| 200.00000 2000.00 DETECTOR HOUSING, REMOVE | | | 0011 202-91385 9.000 EACH| 310.00000 2790.00| 425.00000 3825.00| 320.00000 2880.00 INLET, REMOVE | | | 0012 202-93741 18.000 EACH| 125.00000 2250.00| 170.00000 3060.00| 125.00000 2250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 202-94749 200.000 LFT | 3.40000 680.00| 3.79000 758.00| 6.00000 1200.00 CURB, ASPHALT, REMOVE | | | 0014 203-02070 2120.000 CYS | 8.00000 16960.00| 13.00000 27560.00| 13.50000 28620.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-0918397 |PHEND & BROWN, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-90014 52.000 STA | 530.00000 27560.00| 315.00000 16380.00| 767.00000 39884.00 LINEAR GRADING | | | 0016 211-07454 255.000 CYS | 11.00000 2805.00| 17.00000 4335.00| 23.00000 5865.00 STRUCTURE BACKFILL | | | 0017 301-07448 752.000 TON | 17.00000 12784.00| 18.00000 13536.00| 30.00000 22560.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 3586.000 TON | 18.00000 64548.00| 17.00000 60962.00| 10.00000 35860.00 COMPACTED AGGREGATE, NO. 73 | | | 0021 306-08033 142600.000 SYS | 0.63000 89838.00| 0.41000 58466.00| 0.40000 57040.00 MILLING, ASPHALT, 1 IN. | | | 0022 306-08034 33230.000 SYS | 0.63000 20934.90| 0.62000 20602.60| 0.40000 13292.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0023 306-08039 960.000 SYS | 3.70000 3552.00| 0.01000 9.60| 0.40000 384.00 MILLING, ASPHALT REMOVAL | | | 0024 306-08041 165.000 SYS | 2.14000 353.10| 20.00000 3300.00| 4.40000 726.00 MILLING, CONCRETE PAVEMENT | | | 0025 306-08043 7570.000 SYS | 3.77000 28538.90| 0.01000 75.70| 0.40000 3028.00 MILLING, TRANSITION | | | 0026 401-06264 LUMP| 11000.00000 11000.00| 6900.00000 6900.00| 6750.00000 6750.00 PROFILOGRAPH, HMA | | | 0028 401-07322 17610.000 TON | 34.00000 598740.00| 37.00000 651570.00| 34.30000 604023.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0030 401-07372 19643.000 TON | 28.00000 550004.00| 28.00000 550004.00| 28.40000 557861.20 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0032 406-05520 129.000 TON | 1.00000 129.00| 1.00000 129.00| 140.00000 18060.00 ASPHALT FOR TACK COAT | | | 0033 601-94689 18.000 EACH| 2800.00000 50400.00| 2749.00000 49482.00| 3090.00000 55620.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-97774 3.000 EACH| 925.00000 2775.00| 900.00000 2700.00| 925.00000 2775.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0035 601-99105 2030.000 LFT | 13.95000 28318.50| 13.00000 26390.00| 13.95000 28318.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 604-06070 360.000 SYS | 26.00000 9360.00| 25.80000 9288.00| 35.00000 12600.00 SIDEWALK, CONCRETE | | | 0037 604-07894 70.000 SYS | 150.00000 10500.00| 153.00000 10710.00| 95.00000 6650.00 CURB RAMP, CONCRETE, A | | | 0038 604-07896 28.000 SYS | 205.00000 5740.00| 222.00000 6216.00| 95.00000 2660.00 CURB RAMP, CONCRETE, B | | | 0039 604-07897 18.000 SYS | 275.00000 4950.00| 290.00000 5220.00| 95.00000 1710.00 CURB RAMP, CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-0918397 |PHEND & BROWN, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 604-07901 70.000 SYS | 180.00000 12600.00| 253.00000 17710.00| 95.00000 6650.00 CURB RAMP, CONCRETE, G | | | 0041 604-07902 45.000 SYS | 230.00000 10350.00| 330.00000 14850.00| 95.00000 4275.00 CURB RAMP, CONCRETE, H | | | 0042 605-06140 6075.000 LFT | 9.00000 54675.00| 14.35000 87176.25| 19.40000 117855.00 CURB AND GUTTER, CONCRETE | | | 0043 605-06145 500.000 LFT | 25.07000 12535.00| 13.00000 6500.00| 10.00000 5000.00 CURB AND GUTTER, B, CONCRETE | | | 0044 605-94811 3.000 EACH| 900.00000 2700.00| 1100.00000 3300.00| 756.00000 2268.00 CURB TURNOUT | | | 0045 610-07486 3500.000 TON | 55.00000 192500.00| 50.00000 175000.00| 67.00000 234500.00 HMA FOR APPROACHES, TYPE A | | | 0046 611-06497 1.000 EACH| 165.00000 165.00| 200.00000 200.00| 165.00000 165.00 MAILBOX ASSEMBLY, SINGLE | | | 0047 611-95023 3.000 EACH| 150.00000 450.00| 250.00000 750.00| 223.00000 669.00 MAILBOX ASSEMBLY, RESET | | | 0048 615-06520 7.000 EACH| 450.00000 3150.00| 400.00000 2800.00| 282.00000 1974.00 MONUMENT, RE-ESTABLISH | | | 0049 621-06575 2781.000 SYS | 4.20000 11680.20| 4.20000 11680.20| 4.20000 11680.20 SODDING, NURSERY | | | 0050 715-03476 5.000 EACH| 700.00000 3500.00| 820.00000 4100.00| 600.00000 3000.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0051 715-03584 2.000 EACH| 400.00000 800.00| 535.00000 1070.00| 523.00000 1046.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0052 715-05152 500.000 LFT | 30.00000 15000.00| 28.00000 14000.00| 34.00000 17000.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0053 715-05595 66.000 LFT | 130.00000 8580.00| 85.00000 5610.00| 48.00000 3168.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0054 715-05596 6.000 LFT | 145.00000 870.00| 95.00000 570.00| 50.00000 300.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0055 715-05597 15.000 LFT | 205.00000 3075.00| 135.00000 2025.00| 90.00000 1350.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0056 715-05756 123.000 LFT | 135.00000 16605.00| 58.00000 7134.00| 45.00000 5535.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0057 715-06051 16.000 LFT | 40.00000 640.00| 58.00000 928.00| 25.00000 400.00 PIPE EXTENSION, CIRCULAR, 8 IN. | | | 0058 715-46000 42.000 EACH| 150.00000 6300.00| 150.00000 6300.00| 214.00000 8988.00 PIPE END SECTION, 12 IN. | | | 0059 715-46005 22.000 EACH| 155.00000 3410.00| 175.00000 3850.00| 224.00000 4928.00 PIPE END SECTION, 15 IN. | | | 0060 720-01894 2.000 EACH| 800.00000 1600.00| 630.00000 1260.00| 687.00000 1374.00 CASTING, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-0918397 |PHEND & BROWN, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 720-44000 1.000 EACH| 500.00000 500.00| 330.00000 330.00| 279.00000 279.00 CASTING, ADJUST TO GRADE | | | 0062 720-45015 9.000 EACH| 1800.00000 16200.00| 1250.00000 11250.00| 1183.00000 10647.00 INLET, A8 | | | 0063 720-45335 2.000 EACH| 1500.00000 3000.00| 1800.00000 3600.00| 1536.00000 3072.00 CATCH BASIN, E7, MODIFIED | | | 0064 720-93472 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 1902.00000 1902.00 CATCH BASIN, A4 | | | 0065 720-96422 2.000 EACH| 1800.00000 3600.00| 1600.00000 3200.00| 1944.00000 3888.00 INLET, A, MODIFIED | | | 0066 720-99315 10.000 EACH| 110.00000 1100.00| 150.00000 1500.00| 150.00000 1500.00 CLEAN EXISTING CATCH BASINS | | | 0067 801-06203 5480.000 LFT | 0.15000 822.00| 2.00000 10960.00| 0.16000 876.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0068 801-06207 5480.000 LFT | 1.10000 6028.00| 2.00000 10960.00| 0.89000 4877.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0069 801-06640 122.000 EACH| 100.00000 12200.00| 87.00000 10614.00| 92.00000 11224.00 CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP| 19454.40000 19454.40| 72620.00000 72620.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0071 802-05704 220.000 LFT | 7.20000 1584.00| 8.20000 1804.00| 7.20000 1584.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0072 802-91122 16.000 EACH| 65.00000 1040.00| 120.00000 1920.00| 65.00000 1040.00 SIGN, GROUND MOUNTED, RESET | | | 0073 805-01844 20.000 LFT | 12.00000 240.00| 24.50000 490.00| 12.00000 240.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0074 805-02328 3966.000 LFT | 0.20000 793.20| 1.00000 3966.00| 0.20000 793.20 SIGNAL CABLE, 1C 14GA. | | | 0075 805-78510 40.000 LFT | 0.70000 28.00| 2.50000 100.00| 0.70000 28.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0076 805-78785 11.000 EACH| 475.00000 5225.00| 480.00000 5280.00| 475.00000 5225.00 SIGNAL DETECTOR HOUSING | | | 0077 805-78795 1405.000 LFT | 7.00000 9835.00| 7.50000 10537.50| 7.00000 9835.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0078 808-06701 515.000 LFT | 0.24000 123.60| 0.23000 118.45| 0.24000 123.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0079 808-06703 104725.000 LFT | 0.24000 25134.00| 0.23000 24086.75| 0.24000 25134.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-0918397 |PHEND & BROWN, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 808-06713 256.000 LFT | 0.70000 179.20| 0.65000 166.40| 1.25000 320.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | Parking Stalls | | | 0081 808-75240 10581.000 LFT | 0.24000 2539.44| 1.00000 10581.00| 0.24000 2539.44 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0082 808-75245 35333.000 LFT | 0.24000 8479.92| 0.23000 8126.59| 0.24000 8479.92 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0083 808-75297 784.000 LFT | 2.94000 2304.96| 2.80000 2195.20| 3.60000 2822.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0084 808-75300 940.000 LFT | 1.05000 987.00| 1.00000 940.00| 0.90000 846.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0085 808-75320 18.000 EACH| 62.00000 1116.00| 59.00000 1062.00| 55.00000 990.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0086 808-75325 10.000 EACH| 88.00000 880.00| 84.00000 840.00| 75.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0087 808-75340 1.000 EACH| 525.00000 525.00| 500.00000 500.00| 275.00000 275.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0088 808-75996 1175.000 EACH| 3.80000 4465.00| 3.70000 4347.50| 6.35000 7461.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0089 808-75998 1175.000 EACH| 16.60000 19505.00| 17.00000 19975.00| 16.50000 19387.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 808-92027 167.000 LFT | 1.30000 217.10| 1.25000 208.75| 1.20000 200.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0091 808-96016 40.000 LFT | 1.45000 58.00| 1.40000 56.00| 1.80000 72.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0092 304-07490 100.000 TON | 120.00000 12000.00| 105.00000 10500.00| 119.00000 11900.00 HMA PATCHING, TYPE B | | | 0093 304-07493 1432.000 TON | 31.00000 44392.00| 45.00000 64440.00| 34.00000 48688.00 WIDENING WITH HMA, TYPE B | | | 0094 401-07320 358.000 TON | 34.00000 12172.00| 40.00000 14320.00| 44.00000 15752.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0997978 |(2) 35-1139301 |(3) 35-0918397 |PHEND & BROWN, INC. |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-07370 478.000 TON | 28.00000 13384.00| 30.00000 14340.00| 30.00000 14340.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0096 402-07451 216.000 TON | 40.00000 8640.00| 46.00000 9936.00| 31.00000 6696.00 HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 2,377,133.22| $ 2,467,898.59| $ 2,567,999.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,377,133.22| $ 2,467,898.59| $ 2,567,999.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 12400.00000 12400.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1675.00000 10050.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 129000.00000 129000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01000 LUMP| 1000.00000 1000.00| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0005 202-02241 2030.000 LFT | 1.66000 3369.80| | GUARDRAIL, REMOVE | | | 0006 202-02271 73.000 EACH| 157.17000 11473.41| | HEADWALL, REMOVE | | | 0007 202-02279 5875.000 LFT | 6.22000 36542.50| | CURB AND GUTTER, REMOVE | | | 0008 202-02928 1.000 EACH| 255.80000 255.80| | CATCH BASIN, REMOVE | | | 0009 202-52710 742.000 SYS | 2.32000 1721.44| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-90277 10.000 EACH| 200.00000 2000.00| | DETECTOR HOUSING, REMOVE | | | 0011 202-91385 9.000 EACH| 255.90000 2303.10| | INLET, REMOVE | | | 0012 202-93741 18.000 EACH| 125.00000 2250.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0013 202-94749 200.000 LFT | 2.30000 460.00| | CURB, ASPHALT, REMOVE | | | 0014 203-02070 2120.000 CYS | 0.01000 21.20| | BORROW | | | 0015 203-90014 52.000 STA | 352.58000 18334.16| | LINEAR GRADING | | | 0016 211-07454 255.000 CYS | 8.19000 2088.45| | STRUCTURE BACKFILL | | | 0017 301-07448 752.000 TON | 15.93000 11979.36| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 3586.000 TON | 14.01000 50239.86| | COMPACTED AGGREGATE, NO. 73 | | | 0021 306-08033 142600.000 SYS | 0.70000 99820.00| | MILLING, ASPHALT, 1 IN. | | | 0022 306-08034 33230.000 SYS | 0.76000 25254.80| | MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 306-08039 960.000 SYS | 1.00000 960.00| | MILLING, ASPHALT REMOVAL | | | 0024 306-08041 165.000 SYS | 8.17000 1348.05| | MILLING, CONCRETE PAVEMENT | | | 0025 306-08043 7570.000 SYS | 2.75000 20817.50| | MILLING, TRANSITION | | | 0026 401-06264 LUMP| 6500.00000 6500.00| | PROFILOGRAPH, HMA | | | 0028 401-07322 17610.000 TON | 32.00000 563520.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0030 401-07372 19643.000 TON | 26.00000 510718.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | | 0032 406-05520 129.000 TON | 10.00000 1290.00| | ASPHALT FOR TACK COAT | | | 0033 601-94689 18.000 EACH| 2135.00000 38430.00| | GUARDRAIL END TREATMENT, OS | | | 0034 601-97774 3.000 EACH| 925.00000 2775.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0035 601-99105 2030.000 LFT | 13.95000 28318.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0036 604-06070 360.000 SYS | 76.02000 27367.20| | SIDEWALK, CONCRETE | | | 0037 604-07894 70.000 SYS | 210.00000 14700.00| | CURB RAMP, CONCRETE, A | | | 0038 604-07896 28.000 SYS | 215.00000 6020.00| | CURB RAMP, CONCRETE, B | | | 0039 604-07897 18.000 SYS | 145.00000 2610.00| | CURB RAMP, CONCRETE, C | | | 0040 604-07901 70.000 SYS | 200.00000 14000.00| | CURB RAMP, CONCRETE, G | | | 0041 604-07902 45.000 SYS | 205.00000 9225.00| | CURB RAMP, CONCRETE, H | | | 0042 605-06140 6075.000 LFT | 8.94000 54310.50| | CURB AND GUTTER, CONCRETE | | | 0043 605-06145 500.000 LFT | 13.77000 6885.00| | CURB AND GUTTER, B, CONCRETE | | | 0044 605-94811 3.000 EACH| 403.28000 1209.84| | CURB TURNOUT | | | 0045 610-07486 3500.000 TON | 50.00000 175000.00| | HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0046 611-06497 1.000 EACH| 165.00000 165.00| | MAILBOX ASSEMBLY, SINGLE | | | 0047 611-95023 3.000 EACH| 106.95000 320.85| | MAILBOX ASSEMBLY, RESET | | | 0048 615-06520 7.000 EACH| 310.17000 2171.19| | MONUMENT, RE-ESTABLISH | | | 0049 621-06575 2781.000 SYS | 4.20000 11680.20| | SODDING, NURSERY | | | 0050 715-03476 5.000 EACH| 905.34000 4526.70| | SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0051 715-03584 2.000 EACH| 695.89000 1391.78| | SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0052 715-05152 500.000 LFT | 34.97000 17485.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0053 715-05595 66.000 LFT | 141.73000 9354.18| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0054 715-05596 6.000 LFT | 139.29000 835.74| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0055 715-05597 15.000 LFT | 160.01000 2400.15| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0056 715-05756 123.000 LFT | 136.59000 16800.57| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0057 715-06051 16.000 LFT | 133.78000 2140.48| | PIPE EXTENSION, CIRCULAR, 8 IN. | | | 0058 715-46000 42.000 EACH| 310.28000 13031.76| | PIPE END SECTION, 12 IN. | | | 0059 715-46005 22.000 EACH| 323.40000 7114.80| | PIPE END SECTION, 15 IN. | | | 0060 720-01894 2.000 EACH| 818.67000 1637.34| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0061 720-44000 1.000 EACH| 504.63000 504.63| | CASTING, ADJUST TO GRADE | | | 0062 720-45015 9.000 EACH| 1816.99000 16352.91| | INLET, A8 | | | 0063 720-45335 2.000 EACH| 2096.56000 4193.12| | CATCH BASIN, E7, MODIFIED | | | 0064 720-93472 1.000 EACH| 4052.97000 4052.97| | CATCH BASIN, A4 | | | 0065 720-96422 2.000 EACH| 1882.29000 3764.58| | INLET, A, MODIFIED | | | 0066 720-99315 10.000 EACH| 398.47000 3984.70| | CLEAN EXISTING CATCH BASINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 801-06203 5480.000 LFT | 2.00000 10960.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0068 801-06207 5480.000 LFT | 2.00000 10960.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0069 801-06640 122.000 EACH| 200.00000 24400.00| | CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP| 264871.04000 264871.04| | MAINTAINING TRAFFIC | | | 0071 802-05704 220.000 LFT | 7.20000 1584.00| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0072 802-91122 16.000 EACH| 65.00000 1040.00| | SIGN, GROUND MOUNTED, RESET | | | 0073 805-01844 20.000 LFT | 12.00000 240.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0074 805-02328 3966.000 LFT | 0.20000 793.20| | SIGNAL CABLE, 1C 14GA. | | | 0075 805-78510 40.000 LFT | 0.70000 28.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0076 805-78785 11.000 EACH| 475.00000 5225.00| | SIGNAL DETECTOR HOUSING | | | 0077 805-78795 1405.000 LFT | 7.00000 9835.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0078 808-06701 515.000 LFT | 0.23000 118.45| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0079 808-06703 104725.000 LFT | 0.23000 24086.75| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0080 808-06713 256.000 LFT | 0.65000 166.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | Parking Stalls | | | 0081 808-75240 10581.000 LFT | 0.23000 2433.63| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0082 808-75245 35333.000 LFT | 0.23000 8126.59| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0083 808-75297 784.000 LFT | 2.80000 2195.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 421 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,779,244.33 ROUTE : 13 CALL ORDER : 421 CONTRACT ID : RS-27069-A COUNTIES : KOSCIUSKO LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 | | |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 808-75300 940.000 LFT | 1.00000 940.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0085 808-75320 18.000 EACH| 59.00000 1062.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0086 808-75325 10.000 EACH| 84.00000 840.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0087 808-75340 1.000 EACH| 500.00000 500.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0088 808-75996 1175.000 EACH| 3.06000 3595.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0089 808-75998 1175.000 EACH| 16.60000 19505.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0090 808-92027 167.000 LFT | 1.25000 208.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0091 808-96016 40.000 LFT | 1.40000 56.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0092 304-07490 100.000 TON | 84.44000 8444.00| | HMA PATCHING, TYPE B | | | 0093 304-07493 1432.000 TON | 70.00000 100240.00| | WIDENING WITH HMA, TYPE B | | | 0094 401-07320 358.000 TON | 55.00000 19690.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0095 401-07370 478.000 TON | 52.00000 24856.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 12.5 mm | | | 0096 402-07451 216.000 TON | 39.80000 8596.80| | HMA, TYPE B, WEDGE AND LEVEL | | | SECTION TOTALS | $ 2,586,074.43| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,586,074.43| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,423,471.01 ROUTE : 120 CALL ORDER : 431 CONTRACT ID : RS-27521-A COUNTIES : LAGRANGE LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5044008 5044009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,858,418.00 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 1,929,378.30 103.8183% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,204,482.15 118.6214% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1510.00000 12080.00| 1700.00000 13600.00| 1500.00000 12000.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 93000.00000 93000.00| 90000.00000 90000.00| 110000.00000 110000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02271 5.000 EACH| 210.00000 1050.00| 125.00000 625.00| 135.00000 675.00 HEADWALL, REMOVE | | | 0004 203-90014 13.000 STA | 50.00000 650.00| 300.00000 3900.00| 2750.00000 35750.00 LINEAR GRADING | | | 0005 205-06937 1300.000 LFT | 0.50000 650.00| 1.25000 1625.00| 2.38000 3094.00 TEMPORARY SILT FENCE | | | 0006 211-02050 130.000 CYS | 1.00000 130.00| 15.00000 1950.00| 10.00000 1300.00 B BORROW | | | 0007 303-01180 10000.000 TON | 1.00000 10000.00| 6.00000 60000.00| 5.00000 50000.00 COMPACTED AGGREGATE, NO. 53 | | | 0008 304-07490 67.000 TON | 57.00000 3819.00| 95.00000 6365.00| 75.00000 5025.00 HMA PATCHING, TYPE B | | | 0009 304-07492 16865.000 TON | 32.00000 539680.00| 32.00000 539680.00| 35.00000 590275.00 WIDENING WITH HMA, TYPE A | | | 0010 306-08033 177600.000 SYS | 0.36000 63936.00| 0.15000 26640.00| 0.50000 88800.00 MILLING, ASPHALT, 1 IN. | | | 0011 401-06264 LUMP| 3600.00000 3600.00| 3500.00000 3500.00| 4000.00000 4000.00 PROFILOGRAPH, HMA | | | 0012 401-07321 18000.000 TON | 34.40000 619200.00| 33.00000 594000.00| 37.10000 667800.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0013 402-07451 7950.000 TON | 29.00000 230550.00| 30.00000 238500.00| 37.00000 294150.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0014 406-05520 50.000 TON | 500.00000 25000.00| 150.00000 7500.00| 135.00000 6750.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,423,471.01 ROUTE : 120 CALL ORDER : 431 CONTRACT ID : RS-27521-A COUNTIES : LAGRANGE LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1185040 |(3) 35-1065659 |E & B PAVING, INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-07486 2630.000 TON | 50.00000 131500.00| 68.50000 180155.00| 52.25000 137417.50 HMA FOR APPROACHES, TYPE A | | | 0016 615-06527 12.000 EACH| 150.00000 1800.00| 300.00000 3600.00| 520.00000 6240.00 MONUMENT, SECTION CORNER | | | 0017 715-05121 80.000 LFT | 46.00000 3680.00| 48.00000 3840.00| 77.00000 6160.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0018 715-05595 15.000 LFT | 53.00000 795.00| 88.00000 1320.00| 115.00000 1725.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0019 715-46005 3.000 EACH| 248.00000 744.00| 225.00000 675.00| 250.00000 750.00 PIPE END SECTION, 15 IN. | | | 0020 715-46010 2.000 EACH| 357.00000 714.00| 250.00000 500.00| 270.00000 540.00 PIPE END SECTION, 18 IN. | | | 0021 801-06203 6150.000 LFT | 2.00000 12300.00| 0.30000 1845.00| 0.30000 1845.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 6150.000 LFT | 2.00000 12300.00| 1.25000 7687.50| 1.00000 6150.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06640 46.000 EACH| 20.00000 920.00| 100.00000 4600.00| 50.00000 2300.00 CONSTRUCTION SIGN, A | | | 0024 801-06775 LUMP| 42200.00000 42200.00| 75000.00000 75000.00| 109700.00000 109700.00 MAINTAINING TRAFFIC | | | 0025 808-06713 122540.000 LFT | 0.04000 4901.60| 0.09000 11028.60| 0.08000 9803.20 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0026 808-75240 12395.000 LFT | 0.04000 495.80| 0.26000 3222.70| 0.23000 2850.85 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0027 808-75245 42820.000 LFT | 0.04000 1712.80| 0.26000 11133.20| 0.23000 9848.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75998 1292.000 EACH| 25.00000 32300.00| 18.65000 24095.80| 16.50000 21318.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0030 213-04324 5.000 CYS | 80.00000 400.00| 100.00000 500.00| 158.00000 790.00 FLOWABLE FILL | | | 0031 306-08032 1742.000 SYS | 1.90000 3309.80| 2.75000 4790.50| 10.00000 17420.00 MILLING, TRANSITION | | | 0032 203-02070 500.000 CYS | 10.00000 5000.00| 15.00000 7500.00| 0.01000 5.00 BORROW | | | SECTION TOTALS | $ 1,858,418.00| $ 1,929,378.30| $ 2,204,482.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,858,418.00| $ 1,929,378.30| $ 2,204,482.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,044,389.31 ROUTE : 80 90 CALL ORDER : 461 CONTRACT ID : RT-27387-A COUNTIES : LAKE LAPORTE LETTING DATE : 06/22/04 10:00 AM DISTRICT : TOLL PORTER OTHERS CONTRACT TIME : 09/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,883,345.42 100.0000% 2 35-1120685 WALSH & KELLY INC $ 3,098,952.38 107.4776% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL | | | 0001 105-04655 3.000 MOS | 200.00000 600.00| 400.00000 1200.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | Cell Phones | | | 0002 110-01001 LUMP| 71000.00000 71000.00| 149500.00000 149500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 304-07491 1000.000 TON | 50.75000 50750.00| 46.00000 46000.00| HMA PATCHING, TYPE C TYPE C | | | 0004 306-08034 322784.000 SYS | 1.48000 477720.32| 0.74000 238860.16| MILLING, ASPHALT, 1 1/2 IN. | | | 0005 306-08034 128914.000 SYS | 0.38000 48987.32| 0.74000 95396.36| MILLING, ASPHALT, 1 1/2 IN. NON-MAINLINE| | | 0006 401-05467 125664.000 LFT | 0.12000 15079.68| 0.14000 17592.96| MILLED HMA CORRUGATIONS | | | 0007 401-07337 32682.000 TON | 44.80000 1464153.60| 49.30000 1611222.60| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA,| | | MAINLINE | | | 0008 401-07337 3525.000 TON | 42.40000 149460.00| 53.30000 187882.50| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm --SMA,| | | RAMPS | | | 0009 402-07435 7762.000 TON | 31.97000 248151.14| 26.00000 201812.00| HMA INTERMEDIATE, TYPE A | | | 0010 406-05520 121.000 TON | 149.00000 18029.00| 300.00000 36300.00| ASPHALT FOR TACK COAT | | | 0011 801-01093 4.000 EACH| 422.00000 1688.00| 600.00000 2400.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-06207 9215.000 LFT | 0.25000 2303.75| 3.00000 27645.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,044,389.31 ROUTE : 80 90 CALL ORDER : 461 CONTRACT ID : RT-27387-A COUNTIES : LAKE LAPORTE LETTING DATE : 06/22/04 10:00 AM DISTRICT : TOLL PORTER OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 801-06640 32.000 EACH| 75.00000 2400.00| 600.00000 19200.00| CONSTRUCTION SIGN, A | | | 0014 801-06710 55.000 DAY | 10.85000 596.75| 20.00000 1100.00| FLASHING ARROW SIGN | | | 0015 801-06775 LUMP| 37000.00000 37000.00| 42000.00000 42000.00| MAINTAINING TRAFFIC | | | 0016 801-09133 6.000 EACH| 3100.00000 18600.00| 2949.00000 17694.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | REMOTELY PROGRAMMABLE | | | 0017 808-75007 109824.000 LFT | 0.17000 18670.08| 0.15000 16473.60| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0018 808-75015 25000.000 LFT | 0.54000 13500.00| 0.40000 10000.00| LINE, PAINT, SOLID, WHITE, 12 IN. | | | 0019 808-75047 165264.000 LFT | 0.17000 28094.88| 0.15000 24789.60| LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0020 808-75996 2074.000 EACH| 6.37000 13211.38| 7.00000 14518.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0021 808-75998 4070.000 EACH| 10.00000 40700.00| 24.00000 97680.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0022 808-96075 82632.000 LFT | 0.01000 826.32| 0.30000 24789.60| LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | 0023 808-75998 4070.000 EACH| 10.00000 40700.00| 24.00000 97680.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0024 808-96075 390720.000 LFT | 0.31000 121123.20| 0.30000 117216.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 6 | | | IN. | | | SECTION TOTALS | $ 2,883,345.42| $ 3,098,952.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,883,345.42| $ 3,098,952.38| ====================================================================================================================================