INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/30/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9224003 9224003 9224003 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,816,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 4,938,257.99 102.5385% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 5,882,303.23 122.1408% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 18.000 MOS | 1500.00000 27000.00| 900.00000 16200.00| 1500.00000 27000.00 FIELD OFFICE, 550 SQ. FT. | | | 0003 110-01001 LUMP| 195000.00000 195000.00| 246900.00000 246900.00| 297000.00000 297000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 70000.00000 70000.00| 74000.00000 74000.00| 51595.00000 51595.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 15468.000 SYS | 3.10000 47950.80| 4.00000 61872.00| 4.20000 64965.60 PAVEMENT, REMOVE | | | 0006 202-02241 4198.000 LFT | 1.70000 7136.60| 3.50000 14693.00| 1.75000 7346.50 GUARDRAIL, REMOVE | | | 0007 202-03000 LUMP| 250.00000 250.00| 200.00000 200.00| 2900.00000 2900.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 27 | | | 0008 202-03000 LUMP| 250.00000 250.00| 200.00000 200.00| 540.00000 540.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 28 | | | 0009 202-03000 LUMP| 250.00000 250.00| 1.00000 1.00| 1080.00000 1080.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 29 | | | 0010 202-03000 LUMP| 400.00000 400.00| 1000.00000 1000.00| 2800.00000 2800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0011 202-03000 LUMP| 350.00000 350.00| 200.00000 200.00| 2800.00000 2800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-03000 LUMP| 300.00000 300.00| 200.00000 200.00| 3700.00000 3700.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 8 | | | 0013 202-74025 44.000 LFT | 20.50000 902.00| 2.00000 88.00| 5.00000 220.00 FENCE, REMOVE | | | 0014 203-02000 34139.000 CYS | 8.50000 290181.50| 8.10000 276525.90| 9.95000 339683.05 EXCAVATION, COMMON | | | 0015 203-02045 27606.000 CYS | 4.50000 124227.00| 2.50000 69015.00| 9.20000 253975.20 EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 203-02070 37661.000 CYS | 8.50000 320118.50| 7.50000 282457.50| 14.00000 527254.00 BORROW | | | 0017 205-02224 7488.000 LFT | 1.95000 14601.60| 2.00000 14976.00| 2.00000 14976.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 205-02229 1080.000 LFT | 3.50000 3780.00| 3.50000 3780.00| 3.75000 4050.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0019 205-02234 10.000 EACH| 80.00000 800.00| 70.00000 700.00| 75.00000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0020 205-02237 44.000 EACH| 50.00000 2200.00| 60.00000 2640.00| 64.00000 2816.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0021 210-05835 1.000 EACH| 3175.00000 3175.00| 3350.00000 3350.00| 3300.00000 3300.00 KIOSK , SYSTEMS INFORMATION | | | 0022 211-02060 1540.700 CYS | 20.00000 30814.00| 10.00000 15407.00| 40.00000 61628.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 213-52830 699.000 CYS | 50.00000 34950.00| 60.00000 41940.00| 95.00000 66405.00 FLOWABLE MORTAR | | | 0024 303-04075 254.000 TON | 14.50000 3683.00| 13.00000 3302.00| 29.00000 7366.00 COMPACTED AGGREGATE, O, 73 | | | 0025 303-52308 4813.000 TON | 14.00000 67382.00| 13.00000 62569.00| 21.00000 101073.00 COMPACTED AGGREGATE, O, 53 | | | 0026 305-05204 100.000 TON | 75.00000 7500.00| 100.00000 10000.00| 80.00000 8000.00 HMA FOR PATCHING | | | 0027 401-02684 1700.000 TON | 30.00000 51000.00| 32.00000 54400.00| 31.00000 52700.00 TEMPORARY BITUMINOUS PAVEMENT | | | 0028 401-05437 15075.000 TON | 26.00000 391950.00| 29.00000 437175.00| 26.00000 391950.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0029 401-05455 5419.000 TON | 28.75000 155796.25| 30.00000 162570.00| 31.00000 167989.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 401-05456 2703.000 TON | 42.50000 114877.50| 39.00000 105417.00| 45.00000 121635.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0031 401-05459 3568.000 TON | 28.00000 99904.00| 30.00000 107040.00| 30.00000 107040.00 QC/QA HMA BASE 25,0 mm, SHOULDER | | | 0032 401-05463 1427.000 TON | 30.10000 42952.70| 32.00000 45664.00| 32.00000 45664.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0033 401-05464 714.000 TON | 46.00000 32844.00| 40.00000 28560.00| 49.00000 34986.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0034 401-06264 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 5500.00000 5500.00 PROFILOGRAPH, HMA | | | 0035 402-05468 2195.000 TON | 29.75000 65301.25| 31.00000 68045.00| 32.00000 70240.00 HMA BASE 25.0 mm, MAINLINE | | | 0036 402-05470 10217.000 TON | 30.00000 306510.00| 26.00000 265642.00| 30.00000 306510.00 HMA BASE C25.0 mm, MAINLINE | | | 0037 402-05474 631.000 TON | 33.00000 20823.00| 32.00000 20192.00| 36.00000 22716.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0038 402-05477 370.000 TON | 41.25000 15262.50| 45.00000 16650.00| 44.00000 16280.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0039 402-05483 2076.000 TON | 30.50000 63318.00| 27.00000 56052.00| 33.00000 68508.00 HMA BASE C25.0 mm, SHOULDER | | | 0040 402-05490 2351.000 TON | 31.00000 72881.00| 30.00000 70530.00| 34.00000 79934.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0041 406-05520 61.000 TON | 200.00000 12200.00| 130.00000 7930.00| 210.00000 12810.00 ASPHALT FOR TACK COAT | | | 0042 602-02476 132.000 LFT | 100.00000 13200.00| 81.00000 10692.00| 125.00000 16500.00 BARRIER, CONCRETE, MODIFIED | | | 0043 602-03828 31.000 EACH| 480.00000 14880.00| 500.00000 15500.00| 485.00000 15035.00 POST, BARRIER | | | 0044 603-01891 2.000 EACH| 1150.00000 2300.00| 675.00000 1350.00| 1200.00000 2400.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN.| | | X 12 FT. | | | 0045 603-92636 600.000 LFT | 16.00000 9600.00| 13.00000 7800.00| 16.00000 9600.00 FENCE, CHAIN LINK, 72 IN. | | | 0046 604-06069 355.000 SYS | 40.00000 14200.00| 59.00000 20945.00| 43.00000 15265.00 CURB RAMP, CONCRETE | | | 0047 604-91531 2360.000 SYS | 22.00000 51920.00| 29.00000 68440.00| 22.00000 51920.00 SIDEWALK, CONCRETE, 4 IN. | | | 0048 605-06090 917.000 LFT | 8.50000 7794.50| 29.00000 26593.00| 9.50000 8711.50 CURB, INTEGRAL, CONCRETE | | | 0049 605-06120 1253.000 LFT | 16.00000 20048.00| 15.00000 18795.00| 16.00000 20048.00 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 605-06145 8276.000 LFT | 7.25000 60001.00| 8.00000 66208.00| 10.60000 87725.60 CURB AND GUTTER, B, CONCRETE | | | 0051 605-06150 8230.000 LFT | 9.75000 80242.50| 8.50000 69955.00| 11.50000 94645.00 CURB AND GUTTER, C, CONCRETE | | | 0052 605-94465 618.000 SYS | 20.00000 12360.00| 41.00000 25338.00| 20.00000 12360.00 CENTER CURB, CONCRETE | | | 0053 610-05527 3103.000 TON | 65.00000 201695.00| 45.00000 139635.00| 67.00000 207901.00 HMA FOR APPROACHES | | | 0054 611-06497 7.000 EACH| 182.00000 1274.00| 100.00000 700.00| 190.00000 1330.00 MAILBOX ASSEMBLY, SINGLE | | | 0055 611-95289 2258.000 SYS | 38.75000 87497.50| 49.00000 110642.00| 40.00000 90320.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 10 IN. | | | 0057 615-06490 37.000 EACH| 104.00000 3848.00| 115.00000 4255.00| 106.00000 3922.00 RIGHT OF WAY MARKER | | | 0058 615-06505 4.000 EACH| 430.00000 1720.00| 500.00000 2000.00| 440.00000 1760.00 MONUMENT, B | | | 0059 615-06510 2.000 EACH| 410.00000 820.00| 285.00000 570.00| 430.00000 860.00 MONUMENT, C | | | 0060 616-02320 70.000 SYS | 3.50000 245.00| 2.50000 175.00| 6.75000 472.50 GEOTEXTILES | | | 0061 616-06395 70.000 SYS | 17.25000 1207.50| 24.00000 1680.00| 25.00000 1750.00 RIPRAP | | | 0062 616-51367 4703.000 SYS | 35.00000 164605.00| 39.00000 183417.00| 33.00000 155199.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0063 621-01004 4.000 EACH| 665.00000 2660.00| 675.00000 2700.00| 675.00000 2700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-03909 264.000 LBS | 23.00000 6072.00| 23.00000 6072.00| 23.00000 6072.00 SEED MIXTURE, NATIVE | | | 0065 621-03910 333.000 LBS | 4.50000 1498.50| 4.50000 1498.50| 4.60000 1531.80 SEED MIXTURE, BOULEVARD | | | 0066 621-03911 440.000 LBS | 6.80000 2992.00| 6.95000 3058.00| 7.00000 3080.00 SEED MIXTURE, LAWN | | | 0067 621-03912 109.000 LBS | 16.00000 1744.00| 16.00000 1744.00| 16.00000 1744.00 SEED MIXTURE, ROADSIDE | | | 0068 621-06545 4.200 TON | 570.00000 2394.00| 575.00000 2415.00| 580.00000 2436.00 FERTILIZER | | | 0069 621-06548 55.000 LBS | 17.10000 940.50| 17.00000 935.00| 17.50000 962.50 SEED MIXTURE, CV , MODIFIED | | | 0070 621-06565 21.000 TON | 448.00000 9408.00| 450.00000 9450.00| 450.00000 9450.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 621-06570 10124.000 CYS | 2.39000 24196.36| 10.00000 101240.00| 15.00000 151860.00 TOP SOIL | | | 0072 622-05606 1188.000 EACH| 5.30000 6296.40| 5.75000 6831.00| 5.50000 6534.00 PLANT, AQUATIC | | | 0073 622-05638 67.000 EACH| 24.50000 1641.50| 25.00000 1675.00| 25.00000 1675.00 PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | | 0075 622-52436 36.000 EACH| 26.50000 954.00| 29.00000 1044.00| 27.00000 972.00 SIGN, DO NOT MOW OR SPRAY | | | 0076 701-05561 232.000 LFT | 152.00000 35264.00| 325.00000 75400.00| 350.00000 81200.00 DRILLED SHAFT FOR CAISSONS | | | 0077 702-51005 16.700 CYS | 375.00000 6262.50| 845.00000 14111.50| 1200.00000 20040.00 CONCRETE, A, SUBSTRUCTURE | | | 0078 702-94656 0.200 CYS | 5000.00000 1000.00| 970.00000 194.00| 1100.00000 220.00 CONCRETE, B | | | 0079 703-51030 2696.000 LBS | 0.73000 1968.08| 1.00000 2696.00| 0.50000 1348.00 REINFORCING STEEL | | | 0080 703-90976 19200.000 LBS | 0.75000 14400.00| 0.75000 14400.00| 0.80000 15360.00 REINFORCING STEEL, GRADE 60 | | | 0081 709-51821 LUMP| 1225.00000 1225.00| 1600.00000 1600.00| 280.00000 280.00 SURFACE SEAL | | | 0082 715-05024 272.000 LFT | 55.00000 14960.00| 60.00000 16320.00| 60.00000 16320.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0083 715-05048 23800.000 LFT | 2.00000 47600.00| 2.00000 47600.00| 2.20000 52360.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0084 715-05053 1523.000 LFT | 9.70000 14773.10| 12.00000 18276.00| 11.00000 16753.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0085 715-05149 1506.000 LFT | 26.00000 39156.00| 21.00000 31626.00| 30.00000 45180.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0086 715-05151 616.000 LFT | 30.00000 18480.00| 28.00000 17248.00| 25.00000 15400.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0087 715-05152 873.000 LFT | 31.00000 27063.00| 31.00000 27063.00| 30.00000 26190.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0088 715-05154 1691.000 LFT | 30.50000 51575.50| 34.00000 57494.00| 28.00000 47348.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0089 715-05156 549.000 LFT | 36.00000 19764.00| 38.00000 20862.00| 40.00000 21960.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0090 715-05168 23.000 LFT | 21.00000 483.00| 21.00000 483.00| 33.00000 759.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0091 715-05169 54.000 LFT | 30.00000 1620.00| 28.00000 1512.00| 32.00000 1728.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0092 715-05171 73.000 LFT | 38.00000 2774.00| 31.00000 2263.00| 35.00000 2555.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-05173 100.000 LFT | 38.00000 3800.00| 34.00000 3400.00| 45.00000 4500.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0094 715-05175 123.000 LFT | 40.00000 4920.00| 48.00000 5904.00| 45.00000 5535.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0095 715-05189 52.000 LFT | 98.00000 5096.00| 155.00000 8060.00| 110.00000 5720.00 PIPE, TYPE 3, CIRCULAR, 66 IN. | | | 0096 715-44240 39.000 CYS | 520.00000 20280.00| 419.00000 16341.00| 369.00000 14391.00 CONCRETE, A, STRUCTURES | | | 0097 715-46000 9.000 EACH| 200.00000 1800.00| 150.00000 1350.00| 450.00000 4050.00 PIPE END SECTION, 12 IN. | | | 0098 715-46005 8.000 EACH| 230.00000 1840.00| 175.00000 1400.00| 470.00000 3760.00 PIPE END SECTION, 15 IN. | | | 0099 715-46010 10.000 EACH| 250.00000 2500.00| 200.00000 2000.00| 500.00000 5000.00 PIPE END SECTION, 18 IN. | | | 0100 715-46020 6.000 EACH| 400.00000 2400.00| 250.00000 1500.00| 675.00000 4050.00 PIPE END SECTION, 24 IN. | | | 0101 715-46030 2.000 EACH| 475.00000 950.00| 350.00000 700.00| 775.00000 1550.00 PIPE END SECTION, 30 IN. | | | 0102 715-46040 1.000 EACH| 500.00000 500.00| 475.00000 475.00| 925.00000 925.00 PIPE END SECTION, 36 IN. | | | 0103 715-95092 35.000 LFT | 80.00000 2800.00| 69.00000 2415.00| 127.00000 4445.00 SLOTTED DRAIN, 12 IN. | | | 0104 718-06528 12.000 EACH| 178.00000 2136.00| 550.00000 6600.00| 185.00000 2220.00 OUTLET PROTECTOR, 1 | | | 0105 718-06532 3280.000 LFT | 0.90000 2952.00| 0.75000 2460.00| 0.95000 3116.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0106 718-52610 2379.000 CYS | 25.00000 59475.00| 23.00000 54717.00| 26.00000 61854.00 AGGREGATE FOR UNDERDRAINS | | | 0107 718-99153 18376.000 SYS | 1.35000 24807.60| 1.00000 18376.00| 1.40000 25726.40 GEOTEXTILES FOR UNDERDRAIN | | | 0108 720-44000 8.000 EACH| 240.00000 1920.00| 350.00000 2800.00| 400.00000 3200.00 CASTING, ADJUST TO GRADE | | | 0109 720-45035 1.000 EACH| 1350.00000 1350.00| 1050.00000 1050.00| 1267.00000 1267.00 INLET, F7 | | | 0110 720-45045 16.000 EACH| 1225.00000 19600.00| 1100.00000 17600.00| 1310.00000 20960.00 INLET, J10 | | | 0111 720-45055 14.000 EACH| 1225.00000 17150.00| 1200.00000 16800.00| 1310.00000 18340.00 INLET, M10 | | | 0112 720-45240 1.000 EACH| 1440.00000 1440.00| 1300.00000 1300.00| 1985.00000 1985.00 CATCH BASIN, J10 | | | 0113 720-45250 3.000 EACH| 1555.00000 4665.00| 1550.00000 4650.00| 2010.00000 6030.00 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 720-45410 3.000 EACH| 1700.00000 5100.00| 1050.00000 3150.00| 1950.00000 5850.00 MANHOLE, C4 | | | 0115 720-45605 3.200 LFT | 355.00000 1136.00| 385.00000 1232.00| 300.00000 960.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0116 720-94612 1.000 EACH| 3000.00000 3000.00| 3200.00000 3200.00| 3500.00000 3500.00 MANHOLE, K4 | | | 0117 720-95422 7.000 EACH| 2400.00000 16800.00| 2700.00000 18900.00| 2650.00000 18550.00 MANHOLE, J4 | | | 0118 720-98174 3.000 EACH| 1775.00000 5325.00| 1600.00000 4800.00| 2350.00000 7050.00 INLET, B15 | | | 0119 720-98555 5.000 EACH| 1780.00000 8900.00| 1600.00000 8000.00| 2360.00000 11800.00 INLET, C15 | | | 0120 720-99417 1.000 EACH| 1770.00000 1770.00| 1900.00000 1900.00| 2370.00000 2370.00 CATCH BASIN, C15 | | | 0121 721-43060 2.000 EACH| 700.00000 1400.00| 1300.00000 2600.00| 1100.00000 2200.00 AUTOMATIC DRAINAGE GATE, 66 IN. , RESET | | | 0122 722-60824 6863.000 SYS | 1.20000 8235.60| 2.25000 15441.75| 2.50000 17157.50 SURFACE MILLING | | | 0123 728-98377 LUMP| 1835.00000 1835.00| 3250.00000 3250.00| 520.00000 520.00 MASONRY COATING | | | 0124 731-03916 930.000 SFT | 6.00000 5580.00| 16.00000 14880.00| 12.00000 11160.00 CONCRETE PAVING, PATTERNED, TEXTURED | | | 0125 801-04308 2.000 EACH| 460.00000 920.00| 450.00000 900.00| 465.00000 930.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0126 801-06049 18650.000 LFT | 0.30000 5595.00| 0.30000 5595.00| 0.32000 5968.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 4 IN. | | | 0127 801-06606 5.000 EACH| 152.50000 762.50| 150.00000 750.00| 160.00000 800.00 BARRICADE, IIIB | | | 0128 801-06640 24.000 EACH| 172.50000 4140.00| 200.00000 4800.00| 180.00000 4320.00 CONSTRUCTION SIGN, A | | | 0129 801-06643 15090.000 LFT | 0.85000 12826.50| 1.00000 15090.00| 0.95000 14335.50 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0130 801-06644 5330.000 LFT | 0.90000 4797.00| 1.00000 5330.00| 0.95000 5063.50 TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0131 801-06645 5.000 EACH| 51.00000 255.00| 50.00000 250.00| 55.00000 275.00 CONSTRUCTION SIGN, B | | | 0132 801-06647 10686.000 LFT | 0.30000 3205.80| 0.30000 3205.80| 0.32000 3419.52 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0133 801-06710 300.000 DAY | 13.25000 3975.00| 13.00000 3900.00| 15.00000 4500.00 FLASHING ARROW SIGN | | | 0134 801-06775 LUMP| 76919.71000 76919.71| 52000.00000 52000.00| 120000.00000 120000.00 MAINTAINING TRAFFIC | | | 0135 801-97145 2015.000 LFT | 0.32000 644.80| 0.30000 604.50| 0.32000 644.80 TEMPORARY PAVEMENT MARKING, II, BROKEN, | | | WHITE, 4 IN. | | | 0136 802-02489 392.000 LFT | 10.80000 4233.60| 11.50000 4508.00| 11.50000 4508.00 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0137 802-05694 1.000 EACH| 60000.00000 60000.00| 63000.00000 63000.00| 65000.00000 65000.00 OVERHEAD SIGN STRUCTURE , STEEL TRUSS | | | 0138 802-76025 253.580 SFT | 16.20000 4108.00| 17.00000 4310.86| 17.00000 4310.86 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0139 802-76035 129.500 SFT | 16.75000 2169.13| 17.00000 2201.50| 17.50000 2266.25 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0140 802-96121 6.000 EACH| 182.50000 1095.00| 180.00000 1080.00| 185.00000 1110.00 PEDSTRIAN PUSH BUTTON AND SIGN. | | | 0141 802-96248 389.000 LFT | 11.00000 4279.00| 11.00000 4279.00| 9.50000 3695.50 POST, WOOD, 4 IN. X 4 IN. | | | 0142 804-06770 11.000 EACH| 17.30000 190.30| 27.00000 297.00| 20.00000 220.00 DELINEATOR POST | | | 0143 804-76305 30.000 EACH| 20.00000 600.00| 7.00000 210.00| 22.00000 660.00 DELINEATOR WITH POST, D1, WHITE, 3 IN. | | | DIA. | | | 0144 804-76310 30.000 EACH| 19.10000 573.00| 20.00000 600.00| 22.00000 660.00 DELINEATOR WITH POST, D1, AMBER, 3 IN. | | | DIA. | | | 0145 805-01842 9.000 EACH| 810.00000 7290.00| 68.00000 612.00| 850.00000 7650.00 HANDHOLE, SIGNAL | | | 0146 805-02152 6.000 EACH| 387.00000 2322.00| 420.00000 2520.00| 425.00000 2550.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0147 805-02202 3.000 EACH| 885.00000 2655.00| 935.00000 2805.00| 950.00000 2850.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0148 805-06592 2412.000 LFT | 12.00000 28944.00| 12.75000 30753.00| 12.50000 30150.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0149 805-78106 1.000 EACH| 8365.00000 8365.00| 8800.00000 8800.00| 9000.00000 9000.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 805-78205 8.000 EACH| 390.00000 3120.00| 400.00000 3200.00| 400.00000 3200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0151 805-78415 3.000 EACH| 1380.00000 4140.00| 1400.00000 4200.00| 1425.00000 4275.00 SPAN, CATENARY, AND TETHER | | | 0152 805-78420 3.000 EACH| 235.00000 705.00| 250.00000 750.00| 250.00000 750.00 DISCONNECT HANGER | | | 0153 805-78445 1.000 EACH| 520.00000 520.00| 550.00000 550.00| 530.00000 530.00 SIGNAL SERVICE | | | 0154 805-78467 40.000 LFT | 1.95000 78.00| 2.00000 80.00| 2.10000 84.00 SIGNAL CABLE, 3C 8GA. | | | 0155 805-78470 5080.000 LFT | 0.15000 762.00| 0.10000 508.00| 0.11000 558.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0156 805-78480 710.000 LFT | 1.20000 852.00| 1.30000 923.00| 1.25000 887.50 SIGNAL CABLE, 3C 14GA. | | | 0157 805-78485 1192.000 LFT | 2.40000 2860.80| 2.50000 2980.00| 2.50000 2980.00 SIGNAL CABLE, 5C 14GA. | | | 0158 805-78490 539.000 LFT | 2.35000 1266.65| 2.50000 1347.50| 2.45000 1320.55 SIGNAL CABLE, 7C 14GA. | | | 0159 805-78510 2938.000 LFT | 1.05000 3084.90| 1.00000 2938.00| 1.10000 3231.80 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0160 805-78785 7.000 EACH| 700.00000 4900.00| 735.00000 5145.00| 725.00000 5075.00 SIGNAL DETECTOR HOUSING | | | 0161 805-78795 1538.000 LFT | 7.00000 10766.00| 7.50000 11535.00| 7.25000 11150.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0162 805-78925 1.000 EACH| 1100.00000 1100.00| 1050.00000 1050.00| 1100.00000 1100.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0163 805-86810 4.000 EACH| 4700.00000 18800.00| 4900.00000 19600.00| 4900.00000 19600.00 SERVICE POINT, II | | | 0164 805-86820 44.000 EACH| 810.00000 35640.00| 850.00000 37400.00| 850.00000 37400.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0165 805-86889 9150.000 LFT | 0.18000 1647.00| 0.18000 1647.00| 0.18000 1647.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0166 805-86920 137.000 EACH| 14.80000 2027.60| 15.00000 2055.00| 15.50000 2123.50 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0167 805-86925 4.000 EACH| 19.40000 77.60| 20.00000 80.00| 21.00000 84.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 805-86930 139.000 EACH| 13.75000 1911.25| 14.00000 1946.00| 14.50000 2015.50 INSULATING LINK, NOT WATERPROOFED | | | 0169 805-86935 8.000 EACH| 15.40000 123.20| 16.00000 128.00| 16.00000 128.00 INSULATING LINK, WATERPROOFED | | | 0170 805-92504 6.000 EACH| 200.00000 1200.00| 210.00000 1260.00| 210.00000 1260.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0171 805-96014 1480.000 LFT | 2.05000 3034.00| 2.00000 2960.00| 1.70000 2516.00 SAW CUT, FULL DEPTH | | | 0172 805-98335 11664.000 LFT | 5.35000 62402.40| 5.50000 64152.00| 5.75000 67068.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0173 805-98336 1700.000 LFT | 7.60000 12920.00| 8.00000 13600.00| 8.00000 13600.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0174 807-02191 2.000 EACH| 555.00000 1110.00| 585.00000 1170.00| 600.00000 1200.00 HANDHOLE, LIGHTING | | | 0175 807-04744 LUMP| 8050.00000 8050.00| 8500.00000 8500.00| 8400.00000 8400.00 LIGHTING CIRCUIT FOR STEEL TRUSS, 7 | | | LUMINAIRES | | | 0177 807-84762 19.000 EACH| 1050.00000 19950.00| 1100.00000 20900.00| 1250.00000 23750.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0178 807-84814 8.000 EACH| 1105.00000 8840.00| 1150.00000 9200.00| 1200.00000 9600.00 LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0179 807-86620 61.000 EACH| 185.00000 11285.00| 195.00000 11895.00| 190.00000 11590.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0180 807-86910 46.000 EACH| 31.25000 1437.50| 33.00000 1518.00| 33.00000 1518.00 CONNECTOR KIT, UNFUSED | | | 0181 807-86915 48.000 EACH| 32.50000 1560.00| 34.00000 1632.00| 35.00000 1680.00 CONNECTOR KIT, FUSED | | | 0182 807-86950 45.000 EACH| 30.50000 1372.50| 32.00000 1440.00| 33.00000 1485.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0183 807-86955 11.000 EACH| 112.50000 1237.50| 119.00000 1309.00| 115.00000 1265.00 CABLE DUCT MARKER | | | 0184 808-06701 3537.000 LFT | 0.30000 1061.10| 0.30000 1061.10| 0.28000 990.36 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0185 808-06712 2406.500 LFT | 0.45000 1082.93| 0.45000 1082.93| 0.43000 1034.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 808-06716 9765.000 LFT | 0.35000 3417.75| 0.40000 3906.00| 0.37000 3613.05 LINE, REMOVE | | | 0187 808-06726 24.000 LFT | 4.75000 114.00| 5.00000 120.00| 4.80000 115.20 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0188 808-75008 150.000 LFT | 1.60000 240.00| 1.60000 240.00| 1.75000 262.50 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0189 808-75140 2.000 EACH| 250.00000 500.00| 95.00000 190.00| 95.00000 190.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0190 808-75205 9716.000 LFT | 0.28000 2720.48| 0.30000 2914.80| 0.28000 2720.48 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0191 808-75245 3832.000 LFT | 0.28000 1072.96| 0.30000 1149.60| 0.28000 1072.96 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0192 808-75297 280.000 LFT | 2.85000 798.00| 3.00000 840.00| 2.90000 812.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0193 808-75300 635.000 LFT | 0.70000 444.50| 0.75000 476.25| 0.75000 476.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0194 808-75320 14.000 EACH| 50.00000 700.00| 50.00000 700.00| 49.00000 686.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0195 808-75325 14.000 EACH| 65.00000 910.00| 65.00000 910.00| 68.00000 952.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0196 808-75998 186.000 EACH| 21.00000 3906.00| 21.00000 3906.00| 22.00000 4092.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0197 621-06575 8192.000 SYS | 4.50000 36864.00| 3.25000 26624.00| 3.20000 26214.40 SODDING, NURSERY | | | 0198 622-05648 1840.000 EACH| 45.40000 83536.00| 45.00000 82800.00| 46.00000 84640.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | 1.25 IN. OR UNDER | | | 0199 621-02356 23.000 LBS | 36.40000 837.20| 37.00000 851.00| 37.00000 851.00 SEEDING, WETLAND | | | 0200 108-01614 LUMP| 9500.00000 9500.00| 15000.00000 15000.00| 15000.00000 15000.00 PARTNERING OVERHEAD | | | 0201 202-51368 4000.000 SYS | 3.30000 13200.00| 3.00000 12000.00| 2.35000 9400.00 SLOPEWALL, REMOVE | | | 0202 202-74090 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2550.00000 2550.00 OVERHEAD SIGN STRUCTURE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 100 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 7,579,764.19 ROUTE : SR 46 CALL ORDER : 100 CONTRACT ID : R -23058-A COUNTIES : BARTHOLOMEW LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 807-84752 17.000 EACH| 1295.00000 22015.00| 1350.00000 22950.00| 1400.00000 23800.00 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE , TWIN ARM | | | 0204 805-91703 50.000 LFT | 28.00000 1400.00| 29.00000 1450.00| 29.00000 1450.00 CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | | 0205 805-94069 250.000 LFT | 12.50000 3125.00| 13.00000 3250.00| 13.00000 3250.00 CONDUIT, STEEL, GALVANIZED, 1 IN. | | | 0206 105-06845 LUMP| 102500.00000 102500.00| 135000.00000 135000.00| 171000.00000 171000.00 CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 4,816,000.00| $ 4,938,257.99| $ 5,882,303.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,816,000.00| $ 4,938,257.99| $ 5,882,303.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N701002 N723001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 770,261.58 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 773,717.39 100.4486% 3 36-2231526 WALSH CONSTR CO OF ILL $ 886,929.00 115.1464% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 892,467.87 115.8655% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-01925 9.000 MOS | 1500.00000 13500.00| 1500.00000 13500.00| 2140.56000 19265.04 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23000.00000 23000.00| 33000.00000 33000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38500.00000 38500.00| 38685.00000 38685.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28000.00000 28000.00| 12000.00000 12000.00| 13000.00000 13000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1420.000 m2 | 5.95000 8449.00| 6.00000 8520.00| 6.18000 8775.60 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 50000.00000 50000.00| 37000.00000 37000.00| 76287.25000 76287.25 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 7987.000 m3 | 10.75000 85860.25| 12.60000 100636.20| 13.41000 107105.67 EXCAVATION, COMMON | | | 0008 205-02224 454.000 m | 6.00000 2724.00| 6.00000 2724.00| 6.00000 2724.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 86.000 m | 13.42000 1154.12| 13.42000 1154.12| 13.42000 1154.12 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 5.000 EACH| 60.00000 300.00| 60.00000 300.00| 60.00000 300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 211-02060 91.090 m3 | 55.00000 5009.95| 19.30000 1758.04| 15.80000 1439.22 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 1952.000 Mg | 18.00000 35136.00| 15.90000 31036.80| 15.93000 31095.36 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 401-05437 2579.000 Mg | 31.00000 79949.00| 37.90000 97744.10| 31.00000 79949.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 401-05455 2238.000 Mg | 33.00000 73854.00| 35.00000 78330.00| 33.00000 73854.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 1046.000 Mg | 37.00000 38702.00| 42.50000 44455.00| 37.00000 38702.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05470 768.700 Mg | 31.00000 23829.70| 35.00000 26904.50| 31.00000 23829.70 HMA BASE C25.0 mm, MAINLINE | | | 0017 402-05481 295.000 Mg | 31.00000 9145.00| 52.00000 15340.00| 31.00000 9145.00 HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05508 1.730 Mg | 400.00000 692.00| 1575.00000 2724.75| 400.00000 692.00 ASPHALT FOR SEAL COAT | | | 0019 406-05520 5.300 Mg | 320.00000 1696.00| 650.00000 3445.00| 320.00000 1696.00 ASPHALT FOR TACK COAT | | | 0020 610-05527 184.000 Mg | 55.00000 10120.00| 58.00000 10672.00| 55.00000 10120.00 HMA FOR APPROACHES | | | 0021 611-06497 9.000 EACH| 250.00000 2250.00| 135.00000 1215.00| 169.11000 1521.99 MAILBOX ASSEMBLY, SINGLE | | | 0022 611-06498 4.000 EACH| 290.00000 1160.00| 155.00000 620.00| 189.11000 756.44 MAILBOX ASSEMBLY, DOUBLE | | | 0023 615-06490 18.000 EACH| 250.00000 4500.00| 150.00000 2700.00| 150.00000 2700.00 RIGHT OF WAY MARKER | | | 0024 621-01004 1.000 EACH| 885.00000 885.00| 885.00000 885.00| 885.00000 885.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06545 2.000 Mg | 661.00000 1322.00| 661.00000 1322.00| 661.00000 1322.00 FERTILIZER | | | 0026 621-06553 847.000 kg | 3.50000 2964.50| 3.50000 2964.50| 3.50000 2964.50 SEED MIXTURE, R | | | 0027 621-06565 10.000 Mg | 799.00000 7990.00| 799.00000 7990.00| 799.00000 7990.00 MULCHING MATERIAL | | | 0028 621-06575 120.000 m2 | 19.95000 2394.00| 19.95000 2394.00| 19.95000 2394.00 SODDING, NURSERY | | | 0029 715-05048 860.000 m | 11.00000 9460.00| 6.90000 5934.00| 8.30000 7138.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0030 715-05053 40.000 m | 47.00000 1880.00| 15.00000 600.00| 56.29000 2251.60 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0031 715-05119 23.400 m | 115.00000 2691.00| 103.00000 2410.20| 55.86000 1307.12 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0032 715-05121 27.000 m | 145.00000 3915.00| 125.00000 3375.00| 90.51000 2443.77 PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-05168 123.000 m | 110.00000 13530.00| 96.00000 11808.00| 78.11000 9607.53 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0034 715-05171 22.000 m | 135.00000 2970.00| 103.00000 2266.00| 84.61000 1861.42 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0035 715-05177 11.200 m | 170.00000 1904.00| 176.00000 1971.20| 223.03000 2497.94 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0036 715-46000 31.000 EACH| 100.00000 3100.00| 210.00000 6510.00| 160.76000 4983.56 PIPE END SECTION, 300 mm | | | 0037 715-46005 2.000 EACH| 125.00000 250.00| 225.00000 450.00| 172.76000 345.52 PIPE END SECTION, 375 mm | | | 0038 715-46010 6.000 EACH| 150.00000 900.00| 245.00000 1470.00| 187.76000 1126.56 PIPE END SECTION, 450 mm | | | 0039 715-46040 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 476.05000 952.10 PIPE END SECTION, 900 mm | | | 0041 801-04308 2.000 EACH| 139.00000 278.00| 155.00000 310.00| 155.00000 310.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06203 6500.000 m | 0.32000 2080.00| 0.40000 2600.00| 0.49000 3185.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 4050.000 m | 2.90000 11745.00| 2.60000 10530.00| 2.60000 10530.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06216 80.000 m | 6.00000 480.00| 3.00000 240.00| 3.00000 240.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0045 801-06218 46.000 m | 17.50000 805.00| 15.60000 717.60| 15.60000 717.60 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0046 801-06605 2.000 EACH| 56.00000 112.00| 60.00000 120.00| 60.00000 120.00 BARRICADE, IIIA | | | 0047 801-06606 12.000 EACH| 65.00000 780.00| 62.00000 744.00| 62.00000 744.00 BARRICADE, IIIB | | | 0048 801-06625 15.000 EACH| 59.00000 885.00| 84.00000 1260.00| 84.00000 1260.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 22.000 EACH| 50.00000 1100.00| 86.00000 1892.00| 86.00000 1892.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 30000.00000 30000.00| 8000.00000 8000.00| 90000.00000 90000.00 MAINTAINING TRAFFIC | | | 0051 802-05702 79.400 m | 32.80000 2604.32| 32.80000 2604.32| 32.80000 2604.32 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0052 802-05704 6.860 m | 26.24000 180.01| 26.24000 180.01| 26.24000 180.01 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 802-76025 10.800 m2 | 118.40000 1278.72| 118.40000 1278.72| 118.40000 1278.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 8.300 m2 | 123.78000 1027.37| 123.78000 1027.37| 123.78000 1027.37 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 805-01815 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| 1800.00000 7200.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0056 805-01842 7.000 EACH| 500.00000 3500.00| 500.00000 3500.00| 500.00000 3500.00 HANDHOLE, SIGNAL | | | 0057 805-06592 435.000 m | 29.52000 12841.20| 29.52000 12841.20| 29.52000 12841.20 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0058 805-78100 1.000 EACH| 7500.00000 7500.00| 7500.00000 7500.00| 7500.00000 7500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0059 805-78205 7.000 EACH| 370.00000 2590.00| 370.00000 2590.00| 370.00000 2590.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0060 805-78230 2.000 EACH| 560.00000 1120.00| 560.00000 1120.00| 560.00000 1120.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0061 805-78415 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 900.00000 3600.00 SPAN, CATENARY, AND TETHER | | | 0062 805-78420 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0063 805-78445 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 SIGNAL SERVICE | | | 0064 805-78467 18.000 m | 3.94000 70.92| 3.94000 70.92| 3.94000 70.92 SIGNAL CABLE, 3C 8GA. | | | 0065 805-78470 908.000 m | 0.66000 599.28| 0.66000 599.28| 0.66000 599.28 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0066 805-78485 58.000 m | 2.62000 151.96| 2.62000 151.96| 2.62000 151.96 SIGNAL CABLE, 5C 14GA. | | | 0067 805-78490 251.000 m | 2.95000 740.45| 2.95000 740.45| 2.95000 740.45 SIGNAL CABLE, 7C 14GA. | | | 0068 805-78510 1190.000 m | 1.97000 2344.30| 1.97000 2344.30| 1.97000 2344.30 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0069 805-78784 8.000 EACH| 110.00000 880.00| 110.00000 880.00| 110.00000 880.00 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0070 805-78785 8.000 EACH| 350.00000 2800.00| 350.00000 2800.00| 350.00000 2800.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-78795 286.000 m | 26.24000 7504.64| 26.24000 7504.64| 26.24000 7504.64 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0072 805-78925 1.000 EACH| 566.83000 566.83| 566.83000 566.83| 566.83000 566.83 CONTROLLER CABINET FOUNDATION, P1 | | | 0073 805-81060 4.000 EACH| 3300.00000 13200.00| 3300.00000 13200.00| 3300.00000 13200.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0074 807-02428 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| 500.00000 2500.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0075 807-02603 5.000 EACH| 340.00000 1700.00| 340.00000 1700.00| 340.00000 1700.00 LIGHT STANDARD, RELOCATE | | | 0076 808-03439 193.000 m | 9.00000 1737.00| 9.00000 1737.00| 9.00000 1737.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0077 808-06703 870.000 m | 0.75000 652.50| 0.75000 652.50| 0.75000 652.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0078 808-06713 2127.000 m | 0.18000 382.86| 0.18000 382.86| 0.18000 382.86 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-75245 2968.000 m | 0.75000 2226.00| 0.75000 2226.00| 0.75000 2226.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75278 72.000 m | 9.00000 648.00| 9.00000 648.00| 9.00000 648.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0081 808-75297 49.000 m | 9.00000 441.00| 9.00000 441.00| 9.00000 441.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0082 808-75320 13.000 EACH| 45.00000 585.00| 45.00000 585.00| 45.00000 585.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0083 808-75325 9.000 EACH| 60.00000 540.00| 60.00000 540.00| 60.00000 540.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0084 808-75998 185.000 EACH| 21.00000 3885.00| 21.00000 3885.00| 21.00000 3885.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 203-02235 714.000 m2 | 1.50000 1071.00| 4.75000 3391.50| 2.43000 1735.02 BREAKING PAVEMENT | | | 0086 203-94803 830.000 m3 | 15.00000 12450.00| 20.00000 16600.00| 8.89000 7378.70 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0087 718-52610 165.900 m3 | 43.00000 7133.70| 33.90000 5624.01| 31.34000 5199.31 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-1035700 |(3) 36-2231526 |WALSH & KELLY |BUCKO CONSTRUCTION |WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 804-06770 2.000 EACH| 50.00000 100.00| 20.00000 40.00| 50.00000 100.00 DELINEATOR POST | | | 0089 202-60820 8779.000 m2 | 2.00000 17558.00| 1.69000 14836.51| 3.00000 26337.00 SURFACE MILLING, ASPHALT | | | SECTION TOTALS | $ 770,261.58| $ 773,717.39| $ 886,929.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 770,261.58| $ 773,717.39| $ 886,929.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE 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 BRIDGE REMOVAL | | | 0001 105-01925 9.000 MOS | 2000.00000 18000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7400.00000 7400.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 1420.000 m2 | 12.00000 17040.00| | PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 53519.87000 53519.87| | PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 7987.000 m3 | 10.00000 79870.00| | EXCAVATION, COMMON | | | 0008 205-02224 454.000 m | 6.00000 2724.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 86.000 m | 13.42000 1154.12| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 5.000 EACH| 60.00000 300.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 211-02060 91.090 m3 | 30.00000 2732.70| | B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 1952.000 Mg | 22.00000 42944.00| | COMPACTED AGGREGATE, O, 53 | | | 0013 401-05437 2579.000 Mg | 44.55000 114894.45| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 401-05455 2238.000 Mg | 47.85000 107088.30| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 1046.000 Mg | 57.60000 60249.60| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05470 768.700 Mg | 44.00000 33822.80| | HMA BASE C25.0 mm, MAINLINE | | | 0017 402-05481 295.000 Mg | 48.90000 14425.50| | HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05508 1.730 Mg | 3260.00000 5639.80| | ASPHALT FOR SEAL COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 406-05520 5.300 Mg | 1100.00000 5830.00| | ASPHALT FOR TACK COAT | | | 0020 610-05527 184.000 Mg | 116.30000 21399.20| | HMA FOR APPROACHES | | | 0021 611-06497 9.000 EACH| 135.00000 1215.00| | MAILBOX ASSEMBLY, SINGLE | | | 0022 611-06498 4.000 EACH| 155.00000 620.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0023 615-06490 18.000 EACH| 150.00000 2700.00| | RIGHT OF WAY MARKER | | | 0024 621-01004 1.000 EACH| 185.00000 185.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06545 2.000 Mg | 661.00000 1322.00| | FERTILIZER | | | 0026 621-06553 847.000 kg | 3.50000 2964.50| | SEED MIXTURE, R | | | 0027 621-06565 10.000 Mg | 799.00000 7990.00| | MULCHING MATERIAL | | | 0028 621-06575 120.000 m2 | 19.95000 2394.00| | SODDING, NURSERY | | | 0029 715-05048 860.000 m | 14.00000 12040.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0030 715-05053 40.000 m | 30.00000 1200.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0031 715-05119 23.400 m | 105.00000 2457.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0032 715-05121 27.000 m | 115.00000 3105.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0033 715-05168 123.000 m | 100.00000 12300.00| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0034 715-05171 22.000 m | 105.00000 2310.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0035 715-05177 11.200 m | 250.00000 2800.00| | PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0036 715-46000 31.000 EACH| 350.00000 10850.00| | PIPE END SECTION, 300 mm | | | 0037 715-46005 2.000 EACH| 375.00000 750.00| | PIPE END SECTION, 375 mm | | | 0038 715-46010 6.000 EACH| 400.00000 2400.00| | PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-46040 2.000 EACH| 850.00000 1700.00| | PIPE END SECTION, 900 mm | | | 0041 801-04308 2.000 EACH| 155.00000 310.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06203 6500.000 m | 0.49000 3185.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 4050.000 m | 2.60000 10530.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06216 80.000 m | 3.00000 240.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0045 801-06218 46.000 m | 15.60000 717.60| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0046 801-06605 2.000 EACH| 60.00000 120.00| | BARRICADE, IIIA | | | 0047 801-06606 12.000 EACH| 62.00000 744.00| | BARRICADE, IIIB | | | 0048 801-06625 15.000 EACH| 84.00000 1260.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0049 801-06640 22.000 EACH| 86.00000 1892.00| | CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 30000.00000 30000.00| | MAINTAINING TRAFFIC | | | 0051 802-05702 79.400 m | 32.80000 2604.32| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0052 802-05704 6.860 m | 26.24000 180.01| | SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0053 802-76025 10.800 m2 | 118.40000 1278.72| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0054 802-76035 8.300 m2 | 123.78000 1027.37| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0055 805-01815 4.000 EACH| 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0056 805-01842 7.000 EACH| 500.00000 3500.00| | HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 805-06592 435.000 m | 29.52000 12841.20| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0058 805-78100 1.000 EACH| 7500.00000 7500.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0059 805-78205 7.000 EACH| 370.00000 2590.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0060 805-78230 2.000 EACH| 560.00000 1120.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0061 805-78415 4.000 EACH| 900.00000 3600.00| | SPAN, CATENARY, AND TETHER | | | 0062 805-78420 4.000 EACH| 250.00000 1000.00| | DISCONNECT HANGER | | | 0063 805-78445 1.000 EACH| 400.00000 400.00| | SIGNAL SERVICE | | | 0064 805-78467 18.000 m | 3.94000 70.92| | SIGNAL CABLE, 3C 8GA. | | | 0065 805-78470 908.000 m | 0.66000 599.28| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0066 805-78485 58.000 m | 2.62000 151.96| | SIGNAL CABLE, 5C 14GA. | | | 0067 805-78490 251.000 m | 2.95000 740.45| | SIGNAL CABLE, 7C 14GA. | | | 0068 805-78510 1190.000 m | 1.97000 2344.30| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0069 805-78784 8.000 EACH| 110.00000 880.00| | LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0070 805-78785 8.000 EACH| 350.00000 2800.00| | SIGNAL DETECTOR HOUSING | | | 0071 805-78795 286.000 m | 26.24000 7504.64| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0072 805-78925 1.000 EACH| 566.83000 566.83| | CONTROLLER CABINET FOUNDATION, P1 | | | 0073 805-81060 4.000 EACH| 3300.00000 13200.00| | SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0074 807-02428 5.000 EACH| 500.00000 2500.00| | LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0075 807-02603 5.000 EACH| 340.00000 1700.00| | LIGHT STANDARD, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 110 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 807,027.32 ROUTE : SR 53 CALL ORDER : 110 CONTRACT ID : R -23813-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE 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 808-03439 193.000 m | 9.80000 1891.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0077 808-06703 870.000 m | 1.20000 1044.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0078 808-06713 2127.000 m | 0.49000 1042.23| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0079 808-75245 2968.000 m | 1.20000 3561.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0080 808-75278 72.000 m | 3.60000 259.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0081 808-75297 49.000 m | 9.70000 475.30| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0082 808-75320 13.000 EACH| 50.00000 650.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0083 808-75325 9.000 EACH| 60.00000 540.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0084 808-75998 185.000 EACH| 28.15000 5207.75| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 203-02235 714.000 m2 | 3.00000 2142.00| | BREAKING PAVEMENT | | | 0086 203-94803 830.000 m3 | 8.00000 6640.00| | EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0087 718-52610 165.900 m3 | 18.00000 2986.20| | AGGREGATE FOR UNDERDRAINS | | | 0088 804-06770 2.000 EACH| 20.00000 40.00| | DELINEATOR POST | | | 0089 202-60820 8779.000 m2 | 2.25000 19752.75| | SURFACE MILLING, ASPHALT | | | SECTION TOTALS | $ 892,467.87| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 892,467.87| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0196034 -25476-A 0196034 0196034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 4,468,515.70 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,938,672.70 110.5215% 3 35-1212938 ATLAS EXCAVATING, INC. $ 5,642,428.37 126.2707% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT AND ADDEDE TURN LANES | | | 0001 105-01925 18.000 MOS | 1500.00000 27000.00| 1700.00000 30600.00| 1700.00000 30600.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 223000.00000 223000.00| 328150.00000 328150.00| 260000.00000 260000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 30000.00000 30000.00| 95000.00000 95000.00| 220800.00000 220800.00 CLEARING RIGHT OF WAY | | | 0004 202-02240 19305.000 m2 | 4.00000 77220.00| 7.40000 142857.00| 10.00000 193050.00 PAVEMENT, REMOVE | | | 0005 202-02245 1.000 EACH| 75.00000 75.00| 54.00000 54.00| 220.00000 220.00 TREE, 150 mm, REMOVE | | | 0006 202-02255 4.000 EACH| 175.00000 700.00| 170.00000 680.00| 450.00000 1800.00 TREE, 460 mm, REMOVE | | | 0007 202-02260 1.000 EACH| 300.00000 300.00| 350.00000 350.00| 900.00000 900.00 TREE, 760 mm, REMOVE | | | 0008 202-02273 313.000 m2 | 7.00000 2191.00| 22.00000 6886.00| 16.00000 5008.00 CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02928 28.000 EACH| 235.00000 6580.00| 260.00000 7280.00| 150.00000 4200.00 CATCH BASIN, REMOVE | | | 0010 202-91385 51.000 EACH| 95.00000 4845.00| 105.00000 5355.00| 150.00000 7650.00 INLET, REMOVE | | | 0011 202-93047 2.000 EACH| 330.00000 660.00| 375.00000 750.00| 200.00000 400.00 MANHOLE, REMOVE | | | 0012 203-02000 13147.000 m3 | 17.25000 226785.75| 12.50000 164337.50| 15.00000 197205.00 EXCAVATION, COMMON | | | 0013 205-02224 200.000 m | 7.20000 1440.00| 8.50000 1700.00| 8.50000 1700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02237 135.000 EACH| 15.00000 2025.00| 16.50000 2227.50| 21.00000 2835.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 207-02045 15720.000 m3 | 0.70000 11004.00| 5.25000 82530.00| 4.00000 62880.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 211-02060 3840.000 m3 | 24.00000 92160.00| 25.95000 99648.00| 0.01000 38.40 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 1950.000 m3 | 1.00000 1950.00| 0.01000 19.50| 97.00000 189150.00 FLOWABLE MORTAR | | | 0018 303-52308 123.000 Mg | 40.00000 4920.00| 69.00000 8487.00| 45.50000 5596.50 COMPACTED AGGREGATE, O, 53 | | | 0019 305-05204 20.000 Mg | 70.00000 1400.00| 155.00000 3100.00| 135.00000 2700.00 HMA FOR PATCHING | | | 0020 401-05437 25207.000 Mg | 33.00000 831831.00| 32.25000 812925.75| 35.00000 882245.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0021 401-05455 6507.000 Mg | 35.00000 227745.00| 35.25000 229371.75| 36.00000 234252.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0022 401-05456 2958.000 Mg | 45.00000 133110.00| 43.50000 128673.00| 43.00000 127194.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0023 401-06264 LUMP| 1585.00000 1585.00| 3300.00000 3300.00| 8200.00000 8200.00 PROFILOGRAPH, HMA | | | 0024 604-06069 1125.000 m2 | 35.00000 39375.00| 50.00000 56250.00| 50.00000 56250.00 CURB RAMP, CONCRETE | | | 0025 604-06367 4270.000 m | 0.65000 2775.50| 3.15000 13450.50| 2.65000 11315.50 JOINT MATERIAL | | | 0026 604-44251 2.000 m3 | 650.00000 1300.00| 1400.00000 2800.00| 650.00000 1300.00 STEPS, CONCRETE | | | 0027 604-91404 4250.000 m2 | 34.00000 144500.00| 32.00000 136000.00| 52.00000 221000.00 SIDEWALK, CONCRETE, 125 mm | | | 0028 604-93490 1960.000 m2 | 70.00000 137200.00| 60.00000 117600.00| 92.00000 180320.00 SIDEWALK, BRICK | | | 0030 605-06120 31.000 m | 90.00000 2790.00| 47.85000 1483.35| 20.00000 620.00 CURB, CONCRETE | | | 0031 605-06140 4270.000 m | 38.00000 162260.00| 31.00000 132370.00| 20.00000 85400.00 CURB AND GUTTER, CONCRETE | | | 0032 605-06235 110.000 m | 150.00000 16500.00| 185.00000 20350.00| 20.00000 2200.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0033 611-05330 206.000 m2 | 45.00000 9270.00| 55.50000 11433.00| 65.00000 13390.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0034 611-95023 1.000 EACH| 100.00000 100.00| 150.00000 150.00| 120.00000 120.00 MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 611-95728 817.000 m2 | 55.00000 44935.00| 54.40000 44444.80| 75.00000 61275.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0036 615-06505 13.000 EACH| 200.00000 2600.00| 225.00000 2925.00| 600.00000 7800.00 MONUMENT, B | | | 0037 615-06520 2.000 EACH| 200.00000 400.00| 435.00000 870.00| 750.00000 1500.00 MONUMENT, RE-ESTABLISH | | | 0038 615-06527 2.000 EACH| 300.00000 600.00| 435.00000 870.00| 450.00000 900.00 MONUMENT, SECTION CORNER | | | 0039 621-04925 351.000 m2 | 1.08000 379.08| 1.25000 438.75| 1.75000 614.25 FABRIC LANDSCAPE | | | 0040 621-06567 9.000 kL | 1.00000 9.00| 1.15000 10.35| 1.10000 9.90 WATER | | | 0041 621-06570 78.000 m3 | 65.00000 5070.00| 25.00000 1950.00| 28.00000 2184.00 TOP SOIL | | | 0042 621-06575 450.000 m2 | 12.25000 5512.50| 4.00000 1800.00| 3.50000 1575.00 SODDING, NURSERY | | | 0043 621-98038 18.000 m3 | 27.00000 486.00| 115.00000 2070.00| 105.00000 1890.00 MULCH, HARDWOOD SHREDDED BARK | | | 0044 622-05651 77.000 EACH| 910.00000 70070.00| 335.00000 25795.00| 300.00000 23100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0045 622-05654 2460.000 EACH| 10.35000 25461.00| 10.50000 25830.00| 10.00000 24600.00 PLANT, PERENNIAL | | | 0046 622-91534 22.000 EACH| 1100.00000 24200.00| 800.00000 17600.00| 1125.00000 24750.00 TREE WELL TYPE 1 | | | 0047 622-91534 24.000 EACH| 1400.00000 33600.00| 900.00000 21600.00| 1745.00000 41880.00 TREE WELL TYPE 2 | | | 0048 702-51015 1.200 m3 | 1639.17000 1967.00| 950.00000 1140.00| 1400.00000 1680.00 CONCRETE, B, FOOTINGS | | | 0049 702-90915 3.900 m3 | 810.29000 3160.13| 800.00000 3120.00| 1500.00000 5850.00 CONCRETE, A | | | 0050 703-51030 175.000 kg | 3.49000 610.75| 4.95000 866.25| 3.00000 525.00 REINFORCING STEEL | | | 0051 715-04612 9.000 m | 118.00000 1062.00| 135.00000 1215.00| 100.00000 900.00 PIPE CIRCULAR, PVC, 100mm | | | 0052 715-04612 15.000 m | 2370.00000 35550.00| 2600.00000 39000.00| 2235.00000 33525.00 PIPE JACK AND BORE, STEEL, 900mm | | | 0053 715-05024 394.000 m | 297.00000 117018.00| 330.00000 130020.00| 210.00000 82740.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0054 715-05146 32.000 m | 95.00000 3040.00| 120.00000 3840.00| 180.00000 5760.00 PIPE, TYPE 2, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05147 21.000 m | 97.00000 2037.00| 110.00000 2310.00| 185.00000 3885.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0056 715-05148 20.000 m | 107.00000 2140.00| 120.00000 2400.00| 190.00000 3800.00 PIPE, TYPE 2, CIRCULAR, 250 mm | | | 0057 715-05149 1832.000 m | 102.00000 186864.00| 120.00000 219840.00| 102.00000 186864.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0058 715-05151 12.000 m | 110.00000 1320.00| 130.00000 1560.00| 115.00000 1380.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0059 715-05152 366.000 m | 108.00000 39528.00| 130.00000 47580.00| 130.00000 47580.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05154 1190.000 m | 144.00000 171360.00| 175.00000 208250.00| 140.00000 166600.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0061 715-05156 608.000 m | 169.00000 102752.00| 195.00000 118560.00| 160.00000 97280.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0062 715-05159 14.000 m | 424.00000 5936.00| 475.00000 6650.00| 360.00000 5040.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0063 715-05408 170.000 m | 90.00000 15300.00| 100.00000 17000.00| 99.00000 16830.00 PIPE, SANITARY SEWER, 200 mm | | | 0064 715-05409 115.000 m | 96.00000 11040.00| 110.00000 12650.00| 104.00000 11960.00 PIPE, SANITARY SEWER, 250 mm | | | 0065 715-05413 50.000 m | 181.00000 9050.00| 200.00000 10000.00| 194.00000 9700.00 PIPE, SANITARY SEWER, 450 mm | | | 0066 715-05711 505.000 m | 72.00000 36360.00| 80.00000 40400.00| 79.00000 39895.00 PIPE, SANITARY SEWER, 150 mm | | | 0067 715-98265 3.000 m | 180.00000 540.00| 205.00000 615.00| 171.00000 513.00 WATER MAIN, DUCTILE IRON, 100 mm | | | 0068 720-04499 2.000 EACH| 650.00000 1300.00| 710.00000 1420.00| 1000.00000 2000.00 INLET, RECONSTRUCT | | | 0069 720-04666 8.000 EACH| 1790.00000 14320.00| 2100.00000 16800.00| 2500.00000 20000.00 CATCH BASIN K-15, MODIFIED | | | 0070 720-44000 20.000 EACH| 220.00000 4400.00| 250.00000 5000.00| 250.00000 5000.00 CASTING, ADJUST TO GRADE | | | 0071 720-44025 30.000 EACH| 430.00000 12900.00| 480.00000 14400.00| 450.00000 13500.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0072 720-44296 1.000 EACH| 160.00000 160.00| 200.00000 200.00| 200.00000 200.00 CAP INLET | | | 0073 720-45045 12.000 EACH| 920.00000 11040.00| 1000.00000 12000.00| 1400.00000 16800.00 INLET, J10 | | | 0074 720-45055 39.000 EACH| 920.00000 35880.00| 1000.00000 39000.00| 1600.00000 62400.00 INLET, M10 | | | 0075 720-45250 58.000 EACH| 1365.00000 79170.00| 1500.00000 87000.00| 1900.00000 110200.00 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 720-45260 1.000 EACH| 485.00000 485.00| 530.00000 530.00| 750.00000 750.00 PIPE CATCH BASIN, 300 mm | | | 0077 720-45410 33.000 EACH| 1580.00000 52140.00| 1715.00000 56595.00| 2000.00000 66000.00 MANHOLE, C4 | | | 0078 720-45415 16.000 EACH| 2335.00000 37360.00| 2535.00000 40560.00| 2300.00000 36800.00 MANHOLE, D4 | | | 0079 720-45510 1.000 EACH| 1275.00000 1275.00| 1400.00000 1400.00| 2200.00000 2200.00 MANHOLE, C4, MODIFIED | | | 0080 720-45605 37.000 m | 1250.00000 46250.00| 1375.00000 50875.00| 1800.00000 66600.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0081 720-93472 3.000 EACH| 1120.00000 3360.00| 1220.00000 3660.00| 1750.00000 5250.00 CATCH BASIN, A4 | | | 0082 732-02744 1.000 EACH| 935.00000 935.00| 1000.00000 1000.00| 590.00000 590.00 GATE VALVE AND BOX, 150 mm | | | 0083 732-02745 3.000 EACH| 1150.00000 3450.00| 1250.00000 3750.00| 800.00000 2400.00 GATE VALVE AND BOX, 200 mm | | | 0084 732-03699 1.000 EACH| 4700.00000 4700.00| 5100.00000 5100.00| 2475.00000 2475.00 TAPPING TEE AND VALVE, WITH VALVE BOX, | | | DUCTILE IRON, 100 mm | | | 0085 732-03702 1.000 EACH| 5050.00000 5050.00| 5475.00000 5475.00| 3100.00000 3100.00 TAPPING TEE AND VALVE WITH VALVE BOX, | | | DUCTILE IRON, 200 mm | | | 0086 732-04166 1.000 EACH| 4800.00000 4800.00| 5200.00000 5200.00| 2550.00000 2550.00 TAPPING SLEEVE AND VALVE ASSEMBLY, 150 | | | mm | | | 0087 732-04836 1.000 EACH| 860.00000 860.00| 935.00000 935.00| 525.00000 525.00 GATE VALVE 100mm | | | 0089 732-91738 5.000 m | 198.00000 990.00| 220.00000 1100.00| 140.00000 700.00 WATER MAIN, DUCTILE IRON, 150 mm | | | 0090 732-91739 61.000 m | 132.00000 8052.00| 150.00000 9150.00| 147.00000 8967.00 WATER MAIN, DUCTILE IRON, 200 mm | | | 0091 732-91742 13.000 EACH| 2275.00000 29575.00| 2475.00000 32175.00| 2650.00000 34450.00 FIRE HYDRANT | | | 0092 732-97009 13.000 EACH| 180.00000 2340.00| 200.00000 2600.00| 475.00000 6175.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0093 801-01504 15.000 EACH| 118.00000 1770.00| 135.00000 2025.00| 185.00000 2775.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0094 801-01505 15.000 EACH| 184.50000 2767.50| 200.00000 3000.00| 295.00000 4425.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 801-04308 6.000 EACH| 395.00000 2370.00| 440.00000 2640.00| 640.00000 3840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0096 801-06203 14900.000 m | 0.25000 3725.00| 0.30000 4470.00| 0.38000 5662.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0097 801-06207 880.000 m | 3.20000 2816.00| 3.60000 3168.00| 5.00000 4400.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0098 801-06216 24.000 m | 6.50000 156.00| 7.10000 170.40| 10.00000 240.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0099 801-06606 30.000 EACH| 125.00000 3750.00| 145.00000 4350.00| 200.00000 6000.00 BARRICADE, IIIB | | | 0100 801-06625 30.000 EACH| 55.00000 1650.00| 62.00000 1860.00| 90.00000 2700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0101 801-06640 60.000 EACH| 145.00000 8700.00| 160.00000 9600.00| 230.00000 13800.00 CONSTRUCTION SIGN, A | | | 0102 801-06645 20.000 EACH| 35.00000 700.00| 40.00000 800.00| 55.00000 1100.00 CONSTRUCTION SIGN, B | | | 0103 801-06710 1200.000 DAY | 12.00000 14400.00| 14.00000 16800.00| 19.00000 22800.00 FLASHING ARROW SIGN | | | 0104 801-09133 2.000 EACH| 9500.00000 19000.00| 10320.00000 20640.00| 30000.00000 60000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0105 801-94295 40.000 EACH| 130.00000 5200.00| 145.00000 5800.00| 175.00000 7000.00 SIGNAL HEAD, RELOCATE | | | 0106 801-99182 2.000 EACH| 9500.00000 19000.00| 10325.00000 20650.00| 1.00000 2.00 TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0107 802-01986 55.000 m | 26.87000 1477.85| 32.00000 1760.00| 32.00000 1760.00 POLE, STEEL GALVANIZED, 59.4 mm | | | 0108 802-05701 119.000 m | 46.95000 5587.05| 52.00000 6188.00| 35.00000 4165.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0109 802-76025 26.000 m2 | 148.07000 3849.82| 165.00000 4290.00| 125.00000 3250.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0110 802-76035 11.000 m2 | 263.30000 2896.30| 290.00000 3190.00| 135.00000 1485.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0111 802-97812 34.000 EACH| 89.00000 3026.00| 100.00000 3400.00| 95.00000 3230.00 STREET NAME IDENTIFICATION SIGN | | | 0112 803-02310 899.000 kg | 1.67000 1501.33| 2.00000 1798.00| 4.65000 4180.35 REINFORCING STEEL, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 803-06031 10.000 m3 | 346.00000 3460.00| 380.00000 3800.00| 405.00000 4050.00 SIGN FOUNDATIONS, CONCRETE | | | 0114 803-76125 2.000 EACH| 5700.00000 11400.00| 6200.00000 12400.00| 7200.00000 14400.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0115 805-01579 LUMP| 570.00000 570.00| 625.00000 625.00| 2900.00000 2900.00 MISCELLANEOUS EQUIPMENT FOR SYSTEM LOOP | | | AND INTERCONNECT | | | 0116 805-01816 4.000 EACH| 735.00000 2940.00| 800.00000 3200.00| 675.00000 2700.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0117 805-01842 28.000 EACH| 595.00000 16660.00| 650.00000 18200.00| 550.00000 15400.00 HANDHOLE, SIGNAL | | | 0118 805-01844 1890.000 m | 27.10000 51219.00| 30.00000 56700.00| 28.00000 52920.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0119 805-01893 LUMP| 1225.00000 1225.00| 1350.00000 1350.00| 1600.00000 1600.00 MAINTAINING TRAFFIC SIGNAL | | | 0120 805-02036 2.000 EACH| 1635.00000 3270.00| 1800.00000 3600.00| 2300.00000 4600.00 SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | 0121 805-02069 2.000 EACH| 1870.00000 3740.00| 2100.00000 4200.00| 2500.00000 5000.00 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0123 805-02151 16.000 EACH| 356.00000 5696.00| 395.00000 6320.00| 400.00000 6400.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0124 805-02373 2345.000 m | 7.49000 17564.05| 8.50000 19932.50| 10.00000 23450.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0125 805-05673 1.000 EACH| 2384.00000 2384.00| 2600.00000 2600.00| 3100.00000 3100.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 7.6 m SIGNAL MAST ARM, 3.7 m | | | LUMINAIRE MAST ARM, 11.0 m E.M.H. | | | 0126 805-05673 1.000 EACH| 2730.00000 2730.00| 3000.00000 3000.00| 3500.00000 3500.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 9.1 m SIGNAL MAST ARM, 4.6 m | | | LUMINAIRE MAST ARM, 11.0 m E.M.H. | | | 0127 805-05698 4.000 EACH| 664.00000 2656.00| 725.00000 2900.00| 850.00000 3400.00 SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | 0128 805-06592 3620.000 m | 27.23000 98572.60| 30.00000 108600.00| 29.00000 104980.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0129 805-78069 2.000 EACH| 9644.00000 19288.00| 10500.00000 21000.00| 10500.00000 21000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 805-78205 16.000 EACH| 408.00000 6528.00| 450.00000 7200.00| 450.00000 7200.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0132 805-78370 16.000 EACH| 75.00000 1200.00| 85.00000 1360.00| 135.00000 2160.00 PEDESTRIAN PUSH BUTTON | | | 0133 805-78445 2.000 EACH| 456.00000 912.00| 500.00000 1000.00| 450.00000 900.00 SIGNAL SERVICE | | | 0134 805-78467 40.000 m | 5.27000 210.80| 5.80000 232.00| 4.00000 160.00 SIGNAL CABLE, 3C 8GA. | | | 0135 805-78470 1443.000 m | 1.64000 2366.52| 1.85000 2669.55| 0.70000 1010.10 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0136 805-78480 399.000 m | 2.91000 1161.09| 3.30000 1316.70| 2.00000 798.00 SIGNAL CABLE, 3C 14GA. | | | 0137 805-78485 385.000 m | 3.37000 1297.45| 3.75000 1443.75| 2.75000 1058.75 SIGNAL CABLE, 5C 14GA. | | | 0138 805-78490 409.000 m | 3.85000 1574.65| 4.25000 1738.25| 3.10000 1267.90 SIGNAL CABLE, 7C 14GA. | | | 0139 805-78510 694.000 m | 2.77000 1922.38| 3.10000 2151.40| 2.10000 1457.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0140 805-78785 11.000 EACH| 456.00000 5016.00| 500.00000 5500.00| 420.00000 4620.00 SIGNAL DETECTOR HOUSING | | | 0141 805-78795 395.000 m | 27.85000 11000.75| 30.20000 11929.00| 28.00000 11060.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0142 805-78930 2.000 EACH| 686.00000 1372.00| 750.00000 1500.00| 675.00000 1350.00 CONTROLLER CABINET FOUNDATION, M | | | 0143 805-86805 1.000 EACH| 1849.00000 1849.00| 2000.00000 2000.00| 2000.00000 2000.00 SERVICE POINT, I | | | 0144 805-86810 2.000 EACH| 2521.00000 5042.00| 2750.00000 5500.00| 2650.00000 5300.00 SERVICE POINT, II | | | 0145 805-86838 14800.000 m | 1.96000 29008.00| 2.50000 37000.00| 2.75000 40700.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0146 805-86889 3024.000 m | 1.93000 5836.32| 2.45000 7408.80| 0.75000 2268.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0147 805-86920 339.000 EACH| 16.35000 5542.65| 17.75000 6017.25| 14.50000 4915.50 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0148 805-86925 12.000 EACH| 27.49000 329.88| 30.00000 360.00| 22.00000 264.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0149 805-86930 268.000 EACH| 11.19000 2998.92| 12.25000 3283.00| 11.00000 2948.00 INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 805-86935 24.000 EACH| 19.65000 471.60| 21.75000 522.00| 16.00000 384.00 INSULATING LINK, WATERPROOFED | | | 0151 805-92504 6.000 EACH| 262.83000 1576.98| 300.00000 1800.00| 235.00000 1410.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0153 807-01878 24.000 EACH| 225.00000 5400.00| 255.00000 6120.00| 265.00000 6360.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0154 807-02114 2.000 EACH| 313.20000 626.40| 350.00000 700.00| 775.00000 1550.00 MAST ARM, 2.4 m TO 9.1 m, FURNISH | | | 0155 807-02191 4.000 EACH| 441.00000 1764.00| 500.00000 2000.00| 550.00000 2200.00 HANDHOLE, LIGHTING | | | 0156 807-02428 20.000 EACH| 744.00000 14880.00| 810.00000 16200.00| 550.00000 11000.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0160 807-04143 84.000 EACH| 822.00000 69048.00| 900.00000 75600.00| 900.00000 75600.00 LIGHT STANDARD, 4.3 m E.M.H., 3.7 m, | | | DECORATIVE | | | 0161 807-04653 84.000 EACH| 430.00000 36120.00| 475.00000 39900.00| 475.00000 39900.00 LIGHTING FOUNDATION | | | 0163 807-04962 32.000 EACH| 150.00000 4800.00| 950.00000 30400.00| 0.01000 0.32 LIGHT WELL | | | 0164 807-83648 11.000 EACH| 1051.00000 11561.00| 1155.00000 12705.00| 1200.00000 13200.00 LIGHT POLE, 11.0 m E.M.H., 3.1 m MAST | | | ARM, ANCHOR BASE | | | 0165 807-83652 7.000 EACH| 1202.00000 8414.00| 1300.00000 9100.00| 1350.00000 9450.00 LIGHT POLE, 11.0 m E.M.H., 3.7 m MAST | | | ARM, ANCHOR BASE | | | 0166 807-83658 2.000 EACH| 1282.00000 2564.00| 1425.00000 2850.00| 1450.00000 2900.00 LIGHT POLE, 11.0 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0167 807-86910 127.000 EACH| 24.00000 3048.00| 30.00000 3810.00| 27.00000 3429.00 CONNECTOR KIT, UNFUSED | | | 0168 807-86915 127.000 EACH| 24.00000 3048.00| 30.00000 3810.00| 27.00000 3429.00 CONNECTOR KIT, FUSED | | | 0169 807-86950 108.000 EACH| 14.00000 1512.00| 15.30000 1652.40| 27.00000 2916.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0170 807-93647 84.000 EACH| 585.00000 49140.00| 650.00000 54600.00| 675.00000 56700.00 LUMINAIRE POST TOP, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0171 808-03114 12.000 EACH| 71.00000 852.00| 77.00000 924.00| 75.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, (XING) 2.4 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 808-03775 4.000 EACH| 71.00000 284.00| 77.00000 308.00| 75.00000 300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (BIKE) | | | 0173 808-04298 4.000 EACH| 272.00000 1088.00| 305.00000 1220.00| 300.00000 1200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0174 808-06701 830.000 m | 0.88000 730.40| 1.00000 830.00| 0.90000 747.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0175 808-06703 615.000 m | 0.88000 541.20| 1.00000 615.00| 0.90000 553.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0176 808-06716 620.000 m | 1.20000 744.00| 1.50000 930.00| 1.85000 1147.00 LINE, REMOVE | | | 0177 808-75065 8.000 EACH| 107.00000 856.00| 120.00000 960.00| 115.00000 920.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, SCHOOL | | | 0178 808-75240 470.000 m | 0.88000 413.60| 1.00000 470.00| 0.90000 423.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0179 808-75245 3380.000 m | 0.88000 2974.40| 1.00000 3380.00| 0.90000 3042.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0180 808-75278 15.000 m | 4.40000 66.00| 5.00000 75.00| 5.00000 75.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0181 808-75297 190.000 m | 8.75000 1662.50| 10.00000 1900.00| 9.25000 1757.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0182 808-75300 685.000 m | 2.20000 1507.00| 2.50000 1712.50| 2.50000 1712.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0183 808-75320 15.000 EACH| 52.00000 780.00| 60.00000 900.00| 58.00000 870.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0184 808-75325 15.000 EACH| 71.00000 1065.00| 80.00000 1200.00| 76.00000 1140.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0185 808-95638 132.000 m2 | 10.00000 1320.00| 15.00000 1980.00| 11.00000 1452.00 CENTER CURB PAINTING | | | 0186 801-06775 LUMP| 27000.00000 27000.00| 55000.00000 55000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,854,863.02 ROUTE : US 41 CALL ORDER : 120 CONTRACT ID : R -24738-A COUNTIES : LAKE LETTING DATE : 05/22/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1212938 |WALSH & KELLY |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 105-06845 LUMP| 16000.00000 16000.00| 54000.00000 54000.00| 165000.00000 165000.00 CONSTRUCTION ENGINEERING | | | 0188 704-04850 15.000 m2 | 270.00000 4050.00| 160.00000 2400.00| 140.00000 2100.00 CONCRETE , PRECAST, MASONRY UNIT | | | 0189 215-06458 14320.000 m3 | 0.50000 7160.00| 0.01000 143.20| 11.10000 158952.00 SUBGRADE, MODIFIED | | | 0190 732-91742 1.000 EACH| 1675.00000 1675.00| 1995.00000 1995.00| 2000.00000 2000.00 FIRE HYDRANT , REINSTALL | | | 0191 805-05673 2.000 EACH| 2770.00000 5540.00| 3005.00000 6010.00| 4750.00000 9500.00 SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 9.1 m MAST ARM, 4.3 m MAST | | | ARM, 11.0 m E.M.H. | | | SECTION TOTALS | $ 4,468,515.70| $ 4,938,672.70| $ 5,642,428.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,468,515.70| $ 4,938,672.70| $ 5,642,428.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 234 CALL ORDER : 130 CONTRACT ID : R -25057-A COUNTIES : FOUNTAIN LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,764,561.10 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 2,780,961.43 100.5932% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 136 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 408,543.31 ROUTE : 70 CALL ORDER : 136 CONTRACT ID : R -25139-C COUNTIES : WAYNE LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0705131 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0908125 STRAWSER, INC. $ 415,413.52 100.0000% 2 31-0860455 SLURRY SEAL OF SOUTHERN OHIO, INC. $ 537,730.50 129.4446% ==================================================================================================================================== |(1) 31-0908125 |(2) 31-0860455 | |STRAWSER, INC. |SLURRY SEAL OF SOUTHERN OHIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 MICRO SURFACE(MICRO TEXTURE) | | | 0001 105-06845 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 21400.00000 21400.00| 22700.00000 22700.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 305-05204 40.000 Mg | 1375.00000 55000.00| 1345.00000 53800.00| HMA FOR PATCHING | | | 0004 402-03720 135500.000 m2 | 1.96000 265580.00| 2.80000 379400.00| MICRO-SURFACING, SURFACE COURSE | | | 0005 801-06207 1855.000 m | 5.60000 10388.00| 1.49000 2763.95| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0006 801-06640 17.000 EACH| 52.50000 892.50| 25.00000 425.00| CONSTRUCTION SIGN, A | | | 0007 801-06710 45.000 DAY | 20.00000 900.00| 51.67000 2325.15| FLASHING ARROW SIGN | | | 0008 801-06775 LUMP| 24014.00000 24014.00| 36825.00000 36825.00| MAINTAINING TRAFFIC | | | 0009 808-06702 4630.000 m | 1.08000 5000.40| 1.14000 5278.20| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0010 808-06713 18510.000 m | 0.15600 2887.56| 0.16000 2961.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0011 808-06714 18510.000 m | 0.15600 2887.56| 0.16000 2961.60| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0012 808-06716 4630.000 m | 1.50000 6945.00| 0.94000 4352.20| LINE, REMOVE | | | 0013 808-75996 770.000 EACH| 2.00000 1540.00| 6.00000 4620.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 136 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 408,543.31 ROUTE : 70 CALL ORDER : 136 CONTRACT ID : R -25139-C COUNTIES : WAYNE LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0908125 |(2) 31-0860455 | |STRAWSER, INC. |SLURRY SEAL OF SOUTHERN OHIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-75998 770.000 EACH| 22.05000 16978.50| 23.14000 17817.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 415,413.52| $ 537,730.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 415,413.52| $ 537,730.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 146 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 40 CALL ORDER : 146 CONTRACT ID : R -25144-B COUNTIES : VIGO LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9996095 WABASH VALLEY/FEUTZ CONTRACTORS JV $ 4,793,736.45 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 150 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,676,955.42 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -25206-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2009035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,937,663.50 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 1,946,577.63 100.4600% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 900.00000 8100.00| 847.00000 7623.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23000.00000 23000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 95000.00000 95000.00| 97000.00000 97000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 34.300 m | 25.00000 857.50| 9.00000 308.70| GUARDRAIL, REMOVE | | | 0005 202-02278 603.900 m | 15.00000 9058.50| 5.87000 3544.89| CURB, CONCRETE, REMOVE | | | 0006 202-04089 1.000 EACH| 16.00000 16.00| 12.00000 12.00| SHEET SIGN, REMOVE | | | 0007 202-60820 138616.200 m2 | 0.90000 124754.58| 0.65000 90100.53| SURFACE MILLING, ASPHALT | | | 0008 202-60822 2117.500 m2 | 1.90000 4023.25| 1.77000 3747.98| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 202-93741 1.000 EACH| 250.00000 250.00| 350.00000 350.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 211-02050 50.000 m3 | 34.00000 1700.00| 14.65000 732.50| B BORROW | | | 0011 303-04075 499.700 Mg | 13.00000 6496.10| 14.42000 7205.67| COMPACTED AGGREGATE, O, 73 | | | 0012 303-52308 238.000 Mg | 13.00000 3094.00| 16.28000 3874.64| COMPACTED AGGREGATE, O, 53 | | | 0013 305-05204 144.000 Mg | 80.00000 11520.00| 106.35000 15314.40| HMA FOR PATCHING | | | 0014 401-05437 3085.100 Mg | 28.00000 86382.80| 28.52000 87987.05| QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 150 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,676,955.42 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -25206-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05455 21138.900 Mg | 24.00000 507333.60| 27.60000 583433.64| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 11586.000 Mg | 37.00000 428682.00| 35.96000 416632.56| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-06264 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0018 402-05470 905.700 Mg | 25.00000 22642.50| 25.57000 23158.75| HMA BASE C25.0 mm, MAINLINE | | | 0019 402-05495 303.200 Mg | 30.00000 9096.00| 27.60000 8368.32| HMA WEDGE AND LEVEL | | | 0020 404-05511 561.500 m2 | 2.00000 1123.00| 0.24000 134.76| SEAL COAT, 2 | | | 0021 405-05517 0.500 Mg | 359.00000 179.50| 881.60000 440.80| ASPHALT FOR PRIME COAT | | | 0022 406-05520 78.200 Mg | 154.32000 12067.82| 148.81000 11636.94| ASPHALT FOR TACK COAT | | | 0023 601-04746 2.000 EACH| 5400.00000 10800.00| 7500.00000 15000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0024 601-06035 180.400 m | 40.00000 7216.00| 45.00000 8118.00| GUARDRAIL, RESET | | | 0025 601-91147 1.000 EACH| 1750.00000 1750.00| 950.00000 950.00| GUARDRAIL END TREATMENT, RESET | | | 0026 601-94689 2.000 EACH| 2550.00000 5100.00| 2275.00000 4550.00| GUARDRAIL END TREATMENT, OS | | | 0027 602-06032 242.000 m | 146.90000 35549.80| 100.00000 24200.00| BARRIER, MEDIAN, CONCRETE | | | 0028 602-06639 250.000 m | 45.00000 11250.00| 52.49000 13122.50| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0029 605-06120 397.000 m | 88.60000 35174.20| 27.89000 11072.33| CURB, CONCRETE | | | 0030 605-06140 206.900 m | 59.62000 12335.38| 36.09000 7467.02| CURB AND GUTTER, CONCRETE | | | 0031 605-06210 106.000 m | 98.49000 10439.94| 91.86000 9737.16| CENTER CURB, C, CONCRETE | | | 0032 610-05527 132.400 Mg | 55.00000 7282.00| 76.32000 10104.77| HMA FOR APPROACHES | | | 0033 610-06257 104.000 m2 | 70.50000 7332.00| 92.49000 9618.96| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 616-02320 112.200 m2 | 4.85000 544.17| 2.69000 301.82| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 150 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,676,955.42 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -25206-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 80.400 Mg | 25.00000 2010.00| 32.79000 2636.32| RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH| 700.00000 700.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.070 Mg | 885.00000 61.95| 88.50000 6.20| FERTILIZER | | | 0038 621-06560 745.200 m2 | 0.95000 707.94| 0.95000 707.94| MULCHED SEEDING, U | | | 0039 621-06567 13.400 kL | 0.53000 7.10| 0.53000 7.10| WATER | | | 0040 703-51030 1538.000 kg | 2.75000 4229.50| 0.80000 1230.40| REINFORCING STEEL | | | 0041 703-51032 164.000 kg | 3.10000 508.40| 0.93000 152.52| REINFORCING STEEL, EPOXY COATED | | | 0042 715-05121 37.000 m | 243.00000 8991.00| 271.29000 10037.73| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0043 715-05149 28.400 m | 126.00000 3578.40| 146.09000 4148.96| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05151 23.700 m | 393.00000 9314.10| 102.26000 2423.56| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05168 18.000 m | 86.00000 1548.00| 201.80000 3632.40| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0046 715-05173 28.000 m | 167.00000 4676.00| 193.93000 5430.04| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0047 715-05203 1016.000 m | 11.10000 11277.60| 13.32000 13533.12| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0048 718-52610 159.500 m3 | 41.00000 6539.50| 36.57000 5832.92| AGGREGATE FOR UNDERDRAINS | | | 0049 718-99153 1727.200 m2 | 1.40000 2418.08| 2.15000 3713.48| GEOTEXTILES FOR UNDERDRAIN | | | 0050 720-01894 1.000 EACH| 945.00000 945.00| 33.00000 33.00| CASTING, FURNISH AND ADJUST TO GRADE | | | Neenah R4215-A or equal | | | 0051 720-44000 8.000 EACH| 500.00000 4000.00| 300.00000 2400.00| CASTING, ADJUST TO GRADE | | | 0052 720-44070 1.000 EACH| 945.00000 945.00| 765.00000 765.00| CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0053 720-44296 3.000 EACH| 640.00000 1920.00| 215.00000 645.00| CAP INLET | | | 0054 720-45045 2.000 EACH| 2000.00000 4000.00| 1480.00000 2960.00| INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 150 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,676,955.42 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -25206-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-45416 1.000 EACH| 6000.00000 6000.00| 4500.00000 4500.00| MANHOLE, E4 | | | 0056 720-98174 1.000 EACH| 2500.00000 2500.00| 1785.00000 1785.00| INLET, B15 | | | 0057 720-98555 1.000 EACH| 2500.00000 2500.00| 1830.00000 1830.00| INLET, C15 | | | 0058 801-06196 6.000 EACH| 50.00000 300.00| 50.00000 300.00| DETOUR ROUTE MARKER ASSEMBLY, MULTIPLE | | | ROUTES | | | 0059 801-06203 2838.000 m | 0.50000 1419.00| 0.50000 1419.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06606 11.000 EACH| 58.00000 638.00| 58.00000 638.00| BARRICADE, IIIB | | | 0061 801-06625 10.000 EACH| 69.00000 690.00| 69.00000 690.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 29.000 EACH| 107.00000 3103.00| 107.00000 3103.00| CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 44.50000 89.00| 44.50000 89.00| CONSTRUCTION SIGN, B | | | 0064 801-06710 360.000 DAY | 10.00000 3600.00| 10.00000 3600.00| FLASHING ARROW SIGN | | | 0065 801-06775 LUMP| 73900.00000 73900.00| 112312.45000 112312.45| MAINTAINING TRAFFIC | | | 0066 801-94295 8.000 EACH| 300.00000 2400.00| 265.00000 2120.00| SIGNAL HEAD, RELOCATE | | | 0067 802-05701 3.800 m | 24.00000 91.20| 18.50000 70.30| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0068 802-76035 2.090 m2 | 145.00000 303.05| 150.00000 313.50| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 805-02503 1600.000 m | 3.00000 4800.00| 1.00000 1600.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0070 805-78795 400.000 m | 31.00000 12400.00| 33.00000 13200.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0071 805-92951 2.000 EACH| 300.00000 600.00| 170.00000 340.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0072 808-01468 14.100 m | 1.25000 17.63| 1.25000 17.63| LINE, EPOXY, DOTTED, WHITE, 125 mm, 600 | | | mm LINE, 1200 mm GAP | | | 0073 808-01503 13.600 m | 1.50000 20.40| 1.50000 20.40| LINE, EPOXY, BROKEN, YELLOW, 150 mm, | | | 600 mm LINE, 1200 MM GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 150 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,676,955.42 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -25206-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-03002 3359.000 m | 1.00000 3359.00| 1.00000 3359.00| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0075 808-03178 50.000 EACH| 193.00000 9650.00| 193.00000 9650.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0076 808-03179 46.000 EACH| 283.00000 13018.00| 283.00000 13018.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0077 808-03631 14141.100 m | 1.00000 14141.10| 1.00000 14141.10| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0078 808-03632 12777.000 m | 1.00000 12777.00| 1.00000 12777.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0079 808-04896 13.600 m | 1.00000 13.60| 1.00000 13.60| LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0080 808-05534 394.700 m | 3.50000 1381.45| 3.50000 1381.45| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0081 808-75067 486.600 m | 34.25000 16666.05| 34.25000 16666.05| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0082 808-75996 1000.000 EACH| 3.00000 3000.00| 2.50000 2500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0083 808-95933 1702.000 m | 0.51000 868.02| 0.51000 868.02| CURB PAINTING, YELLOW | | | 0084 702-51863 72.000 EACH| 12.50000 900.00| 11.90000 856.80| FIELD DRILLED HOLE IN CONCRETE | | | 0085 607-06350 5.000 m | 50.00000 250.00| 293.73000 1468.65| PAVED SIDE DITCH, D | | | 0086 105-04655 5.000 MOS | 200.00000 1000.00| 280.00000 1400.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0087 202-02240 5462.700 m2 | 9.90000 54080.73| 10.86000 59324.92| PAVEMENT, REMOVE | | | 0088 202-02273 105.600 m2 | 25.00000 2640.00| 39.37000 4157.47| CENTER CURB, CONCRETE, REMOVE | | | 0089 203-02000 2505.700 m3 | 24.00000 60136.80| 12.83000 32148.13| EXCAVATION, COMMON | | | 0090 207-02045 3307.800 m3 | 10.00000 33078.00| 10.00000 33078.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0091 305-05206 30.100 Mg | 70.00000 2107.00| 110.23000 3317.92| WIDENING WITH HMA | | | 0092 602-02155 90.000 m | 32.00000 2880.00| 20.67000 1860.30| MEDIAN BARRIER, CONCRETE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 150 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,676,955.42 ROUTE : 930 CALL ORDER : 150 CONTRACT ID : R -25206-A COUNTIES : ALLEN LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 602-99181 90.000 m | 32.00000 2880.00| 20.67000 1860.30| MEDIAN BARRIER, CONCRETE, REMOVE | | | 0094 801-06207 3917.000 m | 3.10000 12142.70| 3.10000 12142.70| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0095 808-06716 1031.900 m | 0.77000 794.56| 0.77000 794.56| LINE, REMOVE | | | SECTION TOTALS | $ 1,937,663.50| $ 1,946,577.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,937,663.50| $ 1,946,577.63| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 156 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,932.18 ROUTE : NUS 231 CALL ORDER : 156 CONTRACT ID : R -25271-C COUNTIES : DUBOIS LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0753026 0183025 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 312,613.70 100.0000% ==================================================================================================================================== |(1) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06790 4.000 MOS | 1390.00000 5560.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3400.00000 3400.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 165.000 m2 | 22.00000 3630.00| | PAVEMENT, REMOVE | | | 0006 202-02278 276.000 m | 27.00000 7452.00| | CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 1150.00000 1150.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0008 202-52710 558.000 m2 | 15.00000 8370.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 2833.000 m2 | 2.90000 8215.70| | SURFACE MILLING, ASPHALT | | | 0010 202-91385 6.000 EACH| 880.00000 5280.00| | INLET, REMOVE | | | 0011 203-02000 113.900 m3 | 18.00000 2050.20| | EXCAVATION, COMMON | | | 0012 203-02045 144.000 m3 | 18.00000 2592.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0013 211-02060 58.300 m3 | 34.00000 1982.20| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-52308 32.600 Mg | 28.00000 912.80| | COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 156 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,932.18 ROUTE : NUS 231 CALL ORDER : 156 CONTRACT ID : R -25271-C COUNTIES : DUBOIS LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05437 163.200 Mg | 61.00000 9955.20| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 507.000 Mg | 61.00000 30927.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 230.400 Mg | 71.00000 16358.40| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 406-05520 1.350 Mg | 200.00000 270.00| | ASPHALT FOR TACK COAT | | | 0019 604-06069 112.600 m2 | 57.00000 6418.20| | CURB RAMP, CONCRETE | | | 0020 604-91531 258.000 m2 | 48.00000 12384.00| | SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06150 305.300 m | 62.00000 18928.60| | CURB AND GUTTER, C, CONCRETE | | | 0022 611-05330 81.600 m2 | 55.00000 4488.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 621-06575 111.000 m2 | 9.50000 1054.50| | SODDING, NURSERY | | | 0024 715-05149 79.100 m | 221.00000 17481.10| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0025 720-98174 2.000 EACH| 2720.00000 5440.00| | INLET, B15 | | | 0026 720-98555 5.000 EACH| 2945.00000 14725.00| | INLET, C15 | | | 0027 801-01504 2.000 EACH| 105.00000 210.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0028 801-06207 609.000 m | 3.20000 1948.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0029 801-06218 19.800 m | 20.00000 396.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0030 801-06640 26.000 EACH| 68.00000 1768.00| | CONSTRUCTION SIGN, A | | | 0031 801-06775 LUMP| 14500.00000 14500.00| | MAINTAINING TRAFFIC | | | 0032 802-02489 17.100 m | 35.00000 598.50| | SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 156 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,932.18 ROUTE : NUS 231 CALL ORDER : 156 CONTRACT ID : R -25271-C COUNTIES : DUBOIS LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 802-76025 5.700 m2 | 205.00000 1168.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0034 802-76035 2.800 m2 | 226.00000 632.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0035 802-76045 2.600 m2 | 250.00000 650.00| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0036 805-01842 4.000 EACH| 655.00000 2620.00| | HANDHOLE, SIGNAL | | | 0037 805-01844 163.000 m | 32.00000 5216.00| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0038 805-01879 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE, INSTALL | | | 0039 805-02087 LUMP| 800.00000 800.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0040 805-02152 8.000 EACH| 410.00000 3280.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0041 805-02440 115.400 m | 1.40000 161.56| | SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0042 805-78100 1.000 EACH| 7560.00000 7560.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0043 805-78205 4.000 EACH| 430.00000 1720.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0044 805-78230 4.000 EACH| 720.00000 2880.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0045 805-78370 4.000 EACH| 105.00000 420.00| | PEDESTRIAN PUSH BUTTON | | | 0046 805-78415 4.000 EACH| 1320.00000 5280.00| | SPAN, CATENARY, AND TETHER | | | 0047 805-78420 4.000 EACH| 270.00000 1080.00| | DISCONNECT HANGER | | | 0048 805-78467 50.000 m | 4.90000 245.00| | SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 156 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,932.18 ROUTE : NUS 231 CALL ORDER : 156 CONTRACT ID : R -25271-C COUNTIES : DUBOIS LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 805-78485 291.600 m | 2.85000 831.06| | SIGNAL CABLE, 5C 14GA. | | | 0050 805-78490 602.900 m | 3.30000 1989.57| | SIGNAL CABLE, 7C 14GA. | | | 0051 805-78510 1724.000 m | 2.05000 3534.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0052 805-78785 8.000 EACH| 615.00000 4920.00| | SIGNAL DETECTOR HOUSING | | | 0053 805-78795 350.000 m | 25.00000 8750.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0054 805-78906 4.000 EACH| 1750.00000 7000.00| | SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0055 805-78925 1.000 EACH| 1000.00000 1000.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0056 805-81032 4.000 EACH| 2520.00000 10080.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0057 808-06701 21.000 m | 2.00000 42.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0058 808-06703 176.600 m | 2.00000 353.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0059 808-06716 1313.000 m | 2.15000 2822.95| | LINE, REMOVE | | | 0060 808-75245 353.200 m | 1.40000 494.48| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75297 38.600 m | 20.50000 791.30| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0062 808-75300 164.400 m | 5.20000 854.88| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0063 808-75320 4.000 EACH| 60.00000 240.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0064 808-75325 4.000 EACH| 75.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 312,613.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 312,613.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 08/10/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 7722002 7922001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,647,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,768,240.54 107.3612% 3 35-0248940 CORYDON STONE & ASPHALT $ 2,089,807.55 126.8857% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,103,615.14 127.7240% 5 35-1134435 FOERTSCH CONSTRUCTION $ 2,190,165.55 132.9790% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 14.000 MOS | 1200.00000 16800.00| 863.14000 12083.96| 1000.00000 14000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 36400.00000 36400.00| 45792.00000 45792.00| 40000.00000 40000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 79080.62000 79080.62| 89900.00000 89900.00| 104000.00000 104000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16000.00000 16000.00| 31412.00000 31412.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 8500.00000 8500.00| 10560.00000 10560.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 SYS | 6.00000 1200.00| 8.10000 1620.00| 10.00000 2000.00 SURFACE MILLING, ASPHALT | | | 0007 203-02045 5847.000 CYS | 6.00000 35082.00| 3.76000 21984.72| 5.00000 29235.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02055 22793.000 CYS | 7.55000 172087.15| 8.25000 188042.25| 17.00000 387481.00 EMBANKMENT | | | 0009 205-02224 3565.000 LFT | 1.75000 6238.75| 1.89000 6737.85| 1.75000 6238.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02227 3260.000 LFT | 2.25000 7335.00| 3.37000 10986.20| 2.00000 6520.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0011 205-02228 160.000 LFT | 8.50000 1360.00| 20.63000 3300.80| 15.00000 2400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02231 400.000 LFT | 6.50000 2600.00| 29.27000 11708.00| 10.00000 4000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02233 133.000 CYS | 18.00000 2394.00| 6.60000 877.80| 3.00000 399.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0014 205-02234 13.000 EACH| 70.00000 910.00| 75.60000 982.80| 70.00000 910.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 7.000 EACH| 70.00000 490.00| 75.60000 529.20| 70.00000 490.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 32.000 EACH| 60.00000 1920.00| 64.80000 2073.60| 60.00000 1920.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 206-51215 160.000 CYS | 30.00000 4800.00| 42.90000 6864.00| 100.00000 16000.00 EXCAVATION, X | | | 0018 206-51220 270.000 CYS | 18.00000 4860.00| 21.19000 5721.30| 35.00000 9450.00 EXCAVATION, WET | | | 0019 206-51225 226.000 CYS | 12.00000 2712.00| 19.47000 4400.22| 25.00000 5650.00 EXCAVATION, DRY | | | 0020 211-02060 3207.000 CYS | 24.00000 76968.00| 18.26000 58559.82| 15.00000 48105.00 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 4573.000 TON | 13.30000 60820.90| 10.74000 49114.02| 16.00000 73168.00 COMPACTED AGGREGATE, O, 53 | | | 0022 304-04403 55.000 CYS | 27.00000 1485.00| 29.80000 1639.00| 40.00000 2200.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0023 305-05204 105.000 TON | 65.00000 6825.00| 97.20000 10206.00| 80.00000 8400.00 HMA FOR PATCHING | | | 0024 401-04824 270.000 TON | 26.00000 7020.00| 40.39000 10905.30| 40.00000 10800.00 HMA BASE 25.0 mm, SHOULDER | | | 0025 401-05437 5281.000 TON | 25.00000 132025.00| 29.54000 156000.74| 27.00000 142587.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 2720.000 TON | 26.00000 70720.00| 30.13000 81953.60| 29.00000 78880.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 1285.000 TON | 35.00000 44975.00| 33.48000 43021.80| 36.00000 46260.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 401-06264 LUMP| 2500.00000 2500.00| 4242.00000 4242.00| 2400.00000 2400.00 PROFILOGRAPH, HMA | | | 0029 402-05475 1483.000 TON | 26.00000 38558.00| 26.51000 39314.33| 30.00000 44490.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 405-05517 7.200 TON | 275.00000 1980.00| 383.40000 2760.48| 300.00000 2160.00 ASPHALT FOR PRIME COAT | | | 0031 406-05520 20.920 TON | 180.00000 3765.60| 178.20000 3727.94| 200.00000 4184.00 ASPHALT FOR TACK COAT | | | 0032 407-04348 1227.000 SYS | 1.30000 1595.10| 1.84000 2257.68| 5.00000 6135.00 SEAL COAT, 2 | | | 0033 501-05090 279.000 SYS | 44.00000 12276.00| 40.98000 11433.42| 50.00000 13950.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0034 601-01128 1.000 EACH| 950.00000 950.00| 1188.00000 1188.00| 950.00000 950.00 GUARDRAIL TRANSITION TYPE WGB | | | 0035 601-01522 3.000 EACH| 1200.00000 3600.00| 1296.00000 3888.00| 1200.00000 3600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-01626 1.000 EACH| 1850.00000 1850.00| 1506.60000 1506.60| 1850.00000 1850.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0037 601-01740 3.000 EACH| 1670.00000 5010.00| 1722.60000 5167.80| 1670.00000 5010.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0038 601-94689 3.000 EACH| 2065.00000 6195.00| 2802.60000 8407.80| 2065.00000 6195.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-97774 1.000 EACH| 1000.00000 1000.00| 1350.00000 1350.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0040 601-99105 1785.000 LFT | 8.85000 15797.25| 10.64000 18992.40| 8.85000 15797.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99106 3.125 LFT | 17.00000 53.13| 21.55000 67.34| 17.00000 53.13 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0042 602-06729 10.000 EACH| 6.00000 60.00| 38.50000 385.00| 12.00000 120.00 BARRIER DELINEATOR | | | 0043 605-06120 1452.000 LFT | 10.50000 15246.00| 7.85000 11398.20| 15.00000 21780.00 CURB, CONCRETE | | | 0044 605-06155 3493.000 LFT | 15.25000 53268.25| 8.69000 30354.17| 15.00000 52395.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0045 610-05527 986.000 TON | 30.00000 29580.00| 43.20000 42595.20| 75.00000 73950.00 HMA FOR APPROACHES | | | 0046 611-05330 1115.000 SYS | 38.00000 42370.00| 43.84000 48881.60| 35.00000 39025.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0047 611-06497 2.000 EACH| 160.00000 320.00| 113.40000 226.80| 160.00000 320.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 611-06498 2.000 EACH| 190.00000 380.00| 156.60000 313.20| 190.00000 380.00 MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06505 8.000 EACH| 450.00000 3600.00| 534.60000 4276.80| 440.00000 3520.00 MONUMENT, B | | | 0050 615-06510 1.000 EACH| 350.00000 350.00| 318.60000 318.60| 405.00000 405.00 MONUMENT, C | | | 0051 616-02320 652.000 SYS | 2.00000 1304.00| 1.50000 978.00| 2.90000 1890.80 GEOTEXTILES | | | 0052 616-06405 336.000 TON | 16.00000 5376.00| 20.05000 6736.80| 30.00000 10080.00 RIPRAP, REVETMENT | | | 0053 621-01882 283.000 LBS | 4.30000 1216.90| 4.64000 1313.12| 4.30000 1216.90 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0054 621-06545 2.100 TON | 525.00000 1102.50| 567.00000 1190.70| 525.00000 1102.50 FERTILIZER | | | 0055 621-06548 17.000 LBS | 25.50000 433.50| 27.54000 468.18| 25.50000 433.50 SEED MIXTURE, CV | | | 0056 621-06553 747.000 LBS | 3.45000 2577.15| 3.73000 2786.31| 3.45000 2577.15 SEED MIXTURE, R | | | 0057 621-06565 15.800 TON | 430.00000 6794.00| 464.40000 7337.52| 430.00000 6794.00 MULCHING MATERIAL | | | 0058 621-06567 57.000 MG | 1.00000 57.00| 1.08000 61.56| 1.00000 57.00 WATER | | | 0059 621-06575 14063.000 SYS | 3.05000 42892.15| 3.29000 46267.27| 3.05000 42892.15 SODDING, NURSERY | | | 0060 622-52436 2.000 EACH| 26.00000 52.00| 28.08000 56.16| 26.00000 52.00 SIGN, DO NOT MOW OR SPRAY | | | 0061 622-91786 20.000 EACH| 12.55000 251.00| 13.55000 271.00| 12.55000 251.00 SEEDLING | | | 0062 702-03607 2.000 EACH| 200.00000 400.00| 405.00000 810.00| 50.00000 100.00 CORED HOLE IN CONCRETE STRUCTURE | | | 0063 702-51005 145.100 CYS | 350.00000 50785.00| 287.48000 41713.35| 300.00000 43530.00 CONCRETE, A, SUBSTRUCTURE | | | 0064 702-51015 164.400 CYS | 200.00000 32880.00| 186.91000 30728.00| 300.00000 49320.00 CONCRETE, B, FOOTINGS | | | 0065 703-51030 14028.000 LBS | 0.50000 7014.00| 0.80000 11222.40| 0.45000 6312.60 REINFORCING STEEL | | | 0066 703-51032 40119.000 LBS | 0.60000 24071.40| 0.91000 36508.29| 0.50000 20059.50 REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 92.500 CYS | 350.00000 32375.00| 474.26000 43869.05| 360.00000 33300.00 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05732 3.000 EACH| 1250.00000 3750.00| 2910.60000 8731.80| 1000.00000 3000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 706-05733 1.000 EACH| 1250.00000 1250.00| 2910.60000 2910.60| 1000.00000 1000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0070 706-51020 11.800 CYS | 400.00000 4720.00| 540.00000 6372.00| 440.00000 5192.00 CONCRETE, C, RAILING | | | 0071 707-05979 1160.000 SFT | 43.50000 50460.00| 33.42000 38767.20| 31.50000 36540.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 48 IN. | | | 0072 709-51821 LUMP| 2000.00000 2000.00| 2430.00000 2430.00| 2450.00000 2450.00 SURFACE SEAL | | | 0073 715-05019 130.000 LFT | 60.00000 7800.00| 56.10000 7293.00| 72.00000 9360.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0074 715-05024 300.000 LFT | 65.00000 19500.00| 56.10000 16830.00| 70.60000 21180.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0075 715-05048 10438.000 LFT | 3.30000 34445.40| 1.77000 18475.26| 4.70000 49058.60 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0076 715-05049 350.000 LFT | 5.00000 1750.00| 18.92000 6622.00| 5.50000 1925.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0077 715-05051 250.000 LFT | 6.00000 1500.00| 22.44000 5610.00| 7.00000 1750.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0078 715-05052 350.000 LFT | 7.00000 2450.00| 23.93000 8375.50| 9.00000 3150.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0079 715-05053 397.000 LFT | 11.00000 4367.00| 12.61000 5006.17| 8.50000 3374.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0080 715-05123 44.000 LFT | 40.00000 1760.00| 36.85000 1621.40| 55.00000 2420.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0081 715-05125 66.000 LFT | 50.00000 3300.00| 45.10000 2976.60| 65.00000 4290.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0082 715-05149 644.000 LFT | 22.00000 14168.00| 23.90000 15391.60| 35.50000 22862.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0083 715-05151 448.000 LFT | 25.00000 11200.00| 25.58000 11459.84| 40.00000 17920.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0084 715-05152 226.000 LFT | 39.00000 8814.00| 30.80000 6960.80| 50.00000 11300.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0085 715-05154 980.000 LFT | 40.00000 39200.00| 36.85000 36113.00| 53.50000 52430.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0086 715-05156 106.000 LFT | 50.00000 5300.00| 42.90000 4547.40| 60.00000 6360.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0087 715-05169 190.000 LFT | 25.00000 4750.00| 28.88000 5487.20| 37.00000 7030.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0088 715-05173 164.000 LFT | 40.00000 6560.00| 36.85000 6043.40| 46.50000 7626.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 715-05203 500.000 LFT | 4.50000 2250.00| 18.70000 9350.00| 4.00000 2000.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0090 715-46005 7.000 EACH| 275.00000 1925.00| 203.50000 1424.50| 350.00000 2450.00 PIPE END SECTION, 15 IN. | | | 0091 715-46020 12.000 EACH| 350.00000 4200.00| 357.50000 4290.00| 600.00000 7200.00 PIPE END SECTION, 24 IN. | | | 0092 715-46030 2.000 EACH| 400.00000 800.00| 440.00000 880.00| 650.00000 1300.00 PIPE END SECTION, 30 IN. | | | 0093 715-46040 5.000 EACH| 700.00000 3500.00| 577.50000 2887.50| 975.00000 4875.00 PIPE END SECTION, 36 IN. | | | 0094 715-92537 100.000 LFT | 11.00000 1100.00| 15.62000 1562.00| 22.00000 2200.00 PIPE, PVC, 8 IN. | | | 0095 718-06529 8.000 EACH| 160.00000 1280.00| 550.00000 4400.00| 390.00000 3120.00 OUTLET PROTECTOR, 2 | | | 0096 718-06531 10.000 EACH| 150.00000 1500.00| 550.00000 5500.00| 330.00000 3300.00 OUTLET PROTECTOR, 3 | | | 0097 718-06532 3300.000 LFT | 0.90000 2970.00| 0.97000 3201.00| 1.00000 3300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0098 718-52610 931.000 CYS | 25.00000 23275.00| 22.16000 20630.96| 33.00000 30723.00 AGGREGATE FOR UNDERDRAINS | | | 0099 718-99153 777.000 SYS | 1.60000 1243.20| 3.63000 2820.51| 4.00000 3108.00 GEOTEXTILES FOR UNDERDRAIN | | | 0100 720-03194 1.000 EACH| 2300.00000 2300.00| 2431.00000 2431.00| 2540.00000 2540.00 MANHOLE , D10 | | | 0101 720-44000 1.000 EACH| 200.00000 200.00| 385.00000 385.00| 250.00000 250.00 CASTING, ADJUST TO GRADE | | | 0102 720-45030 1.000 EACH| 1100.00000 1100.00| 940.50000 940.50| 1535.00000 1535.00 INLET, E7 | | | 0103 720-45040 1.000 EACH| 2000.00000 2000.00| 1576.30000 1576.30| 2150.00000 2150.00 INLET, G7 | | | 0104 720-45045 12.000 EACH| 1200.00000 14400.00| 1128.60000 13543.20| 1730.00000 20760.00 INLET, J10 | | | 0105 720-45055 12.000 EACH| 1300.00000 15600.00| 1127.50000 13530.00| 1730.00000 20760.00 INLET, M10 | | | 0106 720-45410 14.000 EACH| 2000.00000 28000.00| 1343.50000 18809.00| 1700.00000 23800.00 MANHOLE, C4 | | | 0107 720-97218 1.000 EACH| 2100.00000 2100.00| 2475.00000 2475.00| 2220.00000 2220.00 MANHOLE, D7 | | | 0108 720-98174 2.000 EACH| 1500.00000 3000.00| 1631.30000 3262.60| 2590.00000 5180.00 INLET, B15 | | | 0109 720-98555 1.000 EACH| 1500.00000 1500.00| 1631.30000 1631.30| 2470.00000 2470.00 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 724-51888 87.000 LFT | 55.00000 4785.00| 35.47000 3085.89| 45.00000 3915.00 STRUCTURAL EXPANSION JOINT, BS9 | | | 0111 801-04308 6.000 EACH| 300.00000 1800.00| 378.00000 2268.00| 100.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06605 6.000 EACH| 150.00000 900.00| 216.00000 1296.00| 100.00000 600.00 BARRICADE, IIIA | | | 0113 801-06606 4.000 EACH| 175.00000 700.00| 270.00000 1080.00| 100.00000 400.00 BARRICADE, IIIB | | | 0114 801-06625 33.000 EACH| 125.00000 4125.00| 96.12000 3171.96| 50.00000 1650.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0115 801-06640 15.000 EACH| 150.00000 2250.00| 178.20000 2673.00| 75.00000 1125.00 CONSTRUCTION SIGN, A | | | 0116 801-06775 LUMP| 20000.00000 20000.00| 57154.00000 57154.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0117 802-05701 198.000 LFT | 10.50000 2079.00| 10.76000 2130.48| 10.50000 2079.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0118 802-76025 91.190 SFT | 22.05000 2010.74| 19.33000 1762.70| 22.05000 2010.74 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0119 802-76035 38.120 SFT | 17.00000 648.04| 22.57000 860.37| 17.00000 648.04 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0120 808-06703 7685.000 LFT | 0.26000 1998.10| 0.38000 2920.30| 0.35000 2689.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0121 808-06706 85.000 LFT | 3.15000 267.75| 4.21000 357.85| 3.90000 331.50 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0122 808-75240 370.000 LFT | 0.26000 96.20| 0.42000 155.40| 0.39000 144.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0123 808-75245 6745.000 LFT | 0.26000 1753.70| 0.38000 2563.10| 0.35000 2360.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0124 808-75278 908.000 LFT | 1.60000 1452.80| 2.05000 1861.40| 1.90000 1725.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0125 808-75320 13.000 EACH| 55.00000 715.00| 54.00000 702.00| 50.00000 650.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0126 808-75325 4.000 EACH| 75.00000 300.00| 70.20000 280.80| 65.00000 260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-0248940 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |CORYDON STONE & ASPHALT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0127 808-75998 200.000 EACH| 26.00000 5200.00| 30.78000 6156.00| 28.50000 5700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0128 808-92027 2186.000 LFT | 0.52000 1136.72| 0.85000 1858.10| 0.79000 1726.94 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 1,647,000.00| $ 1,768,240.54| $ 2,089,807.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,647,000.00| $ 1,768,240.54| $ 2,089,807.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1134435 | |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 14.000 MOS | 1250.00000 17500.00| 1250.00000 17500.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 47500.00000 47500.00| 47500.00000 47500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 107500.00000 107500.00| 100000.00000 100000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22500.00000 22500.00| 27500.00000 27500.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 50000.00000 50000.00| 24000.00000 24000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 SYS | 7.50000 1500.00| 5.00000 1000.00| SURFACE MILLING, ASPHALT | | | 0007 203-02045 5847.000 CYS | 7.50000 43852.50| 8.50000 49699.50| EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 203-02055 22793.000 CYS | 15.50000 353291.50| 11.25000 256421.25| EMBANKMENT | | | 0009 205-02224 3565.000 LFT | 1.90000 6773.50| 3.25000 11586.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02227 3260.000 LFT | 2.00000 6520.00| 4.00000 13040.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | INTERCEPTOR DITCH | | | 0011 205-02228 160.000 LFT | 3.50000 560.00| 10.00000 1600.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0012 205-02231 400.000 LFT | 7.50000 3000.00| 10.00000 4000.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0013 205-02233 133.000 CYS | 5.50000 731.50| 10.00000 1330.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SEDIMENT BASIN | | | 0014 205-02234 13.000 EACH| 80.00000 1040.00| 77.00000 1001.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02236 7.000 EACH| 80.00000 560.00| 78.50000 549.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 32.000 EACH| 65.00000 2080.00| 68.00000 2176.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1134435 | |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 206-51215 160.000 CYS | 100.00000 16000.00| 115.00000 18400.00| EXCAVATION, X | | | 0018 206-51220 270.000 CYS | 37.50000 10125.00| 25.00000 6750.00| EXCAVATION, WET | | | 0019 206-51225 226.000 CYS | 24.00000 5424.00| 25.00000 5650.00| EXCAVATION, DRY | | | 0020 211-02060 3207.000 CYS | 24.00000 76968.00| 23.50000 75364.50| B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 4573.000 TON | 16.50000 75454.50| 16.50000 75454.50| COMPACTED AGGREGATE, O, 53 | | | 0022 304-04403 55.000 CYS | 38.00000 2090.00| 22.00000 1210.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0023 305-05204 105.000 TON | 85.00000 8925.00| 85.00000 8925.00| HMA FOR PATCHING | | | 0024 401-04824 270.000 TON | 47.50000 12825.00| 47.00000 12690.00| HMA BASE 25.0 mm, SHOULDER | | | 0025 401-05437 5281.000 TON | 29.50000 155789.50| 38.00000 200678.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0026 401-05455 2720.000 TON | 29.50000 80240.00| 42.00000 114240.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0027 401-05456 1285.000 TON | 36.00000 46260.00| 45.00000 57825.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0028 401-06264 LUMP| 8500.00000 8500.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0029 402-05475 1483.000 TON | 31.00000 45973.00| 47.00000 69701.00| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0030 405-05517 7.200 TON | 330.00000 2376.00| 330.00000 2376.00| ASPHALT FOR PRIME COAT | | | 0031 406-05520 20.920 TON | 220.00000 4602.40| 225.00000 4707.00| ASPHALT FOR TACK COAT | | | 0032 407-04348 1227.000 SYS | 5.50000 6748.50| 3.00000 3681.00| SEAL COAT, 2 | | | 0033 501-05090 279.000 SYS | 50.00000 13950.00| 60.00000 16740.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0034 601-01128 1.000 EACH| 1000.00000 1000.00| 1045.00000 1045.00| GUARDRAIL TRANSITION TYPE WGB | | | 0035 601-01522 3.000 EACH| 1250.00000 3750.00| 1320.00000 3960.00| GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-01626 1.000 EACH| 1900.00000 1900.00| 2035.00000 2035.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1134435 | |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 601-01740 3.000 EACH| 1720.00000 5160.00| 1840.00000 5520.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0038 601-94689 3.000 EACH| 2250.00000 6750.00| 3000.00000 9000.00| GUARDRAIL END TREATMENT, OS | | | 0039 601-97774 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0040 601-99105 1785.000 LFT | 9.25000 16511.25| 9.75000 17403.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99106 3.125 LFT | 18.00000 56.25| 18.70000 58.44| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0042 602-06729 10.000 EACH| 8.00000 80.00| 15.00000 150.00| BARRIER DELINEATOR | | | 0043 605-06120 1452.000 LFT | 17.00000 24684.00| 19.00000 27588.00| CURB, CONCRETE | | | 0044 605-06155 3493.000 LFT | 14.20000 49600.60| 15.00000 52395.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0045 610-05527 986.000 TON | 80.00000 78880.00| 65.00000 64090.00| HMA FOR APPROACHES | | | 0046 611-05330 1115.000 SYS | 45.00000 50175.00| 45.00000 50175.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0047 611-06497 2.000 EACH| 170.00000 340.00| 176.00000 352.00| MAILBOX ASSEMBLY, SINGLE | | | 0048 611-06498 2.000 EACH| 200.00000 400.00| 209.00000 418.00| MAILBOX ASSEMBLY, DOUBLE | | | 0049 615-06505 8.000 EACH| 450.00000 3600.00| 484.00000 3872.00| MONUMENT, B | | | 0050 615-06510 1.000 EACH| 450.00000 450.00| 445.50000 445.50| MONUMENT, C | | | 0051 616-02320 652.000 SYS | 3.00000 1956.00| 2.00000 1304.00| GEOTEXTILES | | | 0052 616-06405 336.000 TON | 20.00000 6720.00| 19.00000 6384.00| RIPRAP, REVETMENT | | | 0053 621-01882 283.000 LBS | 4.75000 1344.25| 4.75000 1344.25| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0054 621-06545 2.100 TON | 550.00000 1155.00| 580.00000 1218.00| FERTILIZER | | | 0055 621-06548 17.000 LBS | 27.50000 467.50| 27.75000 471.75| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1134435 | |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06553 747.000 LBS | 3.75000 2801.25| 3.80000 2838.60| SEED MIXTURE, R | | | 0057 621-06565 15.800 TON | 450.00000 7110.00| 475.00000 7505.00| MULCHING MATERIAL | | | 0058 621-06567 57.000 MG | 1.00000 57.00| 1.10000 62.70| WATER | | | 0059 621-06575 14063.000 SYS | 3.25000 45704.75| 3.38000 47532.94| SODDING, NURSERY | | | 0060 622-52436 2.000 EACH| 27.50000 55.00| 30.00000 60.00| SIGN, DO NOT MOW OR SPRAY | | | 0061 622-91786 20.000 EACH| 15.00000 300.00| 14.00000 280.00| SEEDLING | | | 0062 702-03607 2.000 EACH| 500.00000 1000.00| 1000.00000 2000.00| CORED HOLE IN CONCRETE STRUCTURE | | | 0063 702-51005 145.100 CYS | 300.00000 43530.00| 400.00000 58040.00| CONCRETE, A, SUBSTRUCTURE | | | 0064 702-51015 164.400 CYS | 272.50000 44799.00| 365.00000 60006.00| CONCRETE, B, FOOTINGS | | | 0065 703-51030 14028.000 LBS | 0.55000 7715.40| 0.56000 7855.68| REINFORCING STEEL | | | 0066 703-51032 40119.000 LBS | 0.65000 26077.35| 0.65000 26077.35| REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 92.500 CYS | 360.00000 33300.00| 500.00000 46250.00| CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05732 3.000 EACH| 1000.00000 3000.00| 1300.00000 3900.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0069 706-05733 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0070 706-51020 11.800 CYS | 440.00000 5192.00| 475.00000 5605.00| CONCRETE, C, RAILING | | | 0071 707-05979 1160.000 SFT | 31.50000 36540.00| 37.25000 43210.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 48 IN. | | | 0072 709-51821 LUMP| 2450.00000 2450.00| 3000.00000 3000.00| SURFACE SEAL | | | 0073 715-05019 130.000 LFT | 47.50000 6175.00| 70.00000 9100.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0074 715-05024 300.000 LFT | 45.00000 13500.00| 70.00000 21000.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0075 715-05048 10438.000 LFT | 3.00000 31314.00| 5.00000 52190.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1134435 | |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05049 350.000 LFT | 11.00000 3850.00| 9.00000 3150.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0077 715-05051 250.000 LFT | 12.50000 3125.00| 14.25000 3562.50| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0078 715-05052 350.000 LFT | 15.00000 5250.00| 22.50000 7875.00| PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0079 715-05053 397.000 LFT | 8.50000 3374.50| 5.00000 1985.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0080 715-05123 44.000 LFT | 36.00000 1584.00| 40.00000 1760.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0081 715-05125 66.000 LFT | 42.50000 2805.00| 50.00000 3300.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0082 715-05149 644.000 LFT | 25.00000 16100.00| 22.50000 14490.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0083 715-05151 448.000 LFT | 32.00000 14336.00| 25.00000 11200.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0084 715-05152 226.000 LFT | 35.00000 7910.00| 30.00000 6780.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0085 715-05154 980.000 LFT | 35.00000 34300.00| 40.00000 39200.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0086 715-05156 106.000 LFT | 44.00000 4664.00| 50.00000 5300.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0087 715-05169 190.000 LFT | 24.00000 4560.00| 25.00000 4750.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0088 715-05173 164.000 LFT | 27.50000 4510.00| 40.00000 6560.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0089 715-05203 500.000 LFT | 1.80000 900.00| 6.50000 3250.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0090 715-46005 7.000 EACH| 235.00000 1645.00| 175.00000 1225.00| PIPE END SECTION, 15 IN. | | | 0091 715-46020 12.000 EACH| 360.00000 4320.00| 295.00000 3540.00| PIPE END SECTION, 24 IN. | | | 0092 715-46030 2.000 EACH| 550.00000 1100.00| 450.00000 900.00| PIPE END SECTION, 30 IN. | | | 0093 715-46040 5.000 EACH| 600.00000 3000.00| 600.00000 3000.00| PIPE END SECTION, 36 IN. | | | 0094 715-92537 100.000 LFT | 24.00000 2400.00| 10.00000 1000.00| PIPE, PVC, 8 IN. | | | 0095 718-06529 8.000 EACH| 500.00000 4000.00| 100.00000 800.00| OUTLET PROTECTOR, 2 | | | 0096 718-06531 10.000 EACH| 450.00000 4500.00| 300.00000 3000.00| OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1134435 | |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 718-06532 3300.000 LFT | 1.00000 3300.00| 1.10000 3630.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0098 718-52610 931.000 CYS | 24.00000 22344.00| 22.00000 20482.00| AGGREGATE FOR UNDERDRAINS | | | 0099 718-99153 777.000 SYS | 1.00000 777.00| 1.90000 1476.30| GEOTEXTILES FOR UNDERDRAIN | | | 0100 720-03194 1.000 EACH| 1200.00000 1200.00| 3700.00000 3700.00| MANHOLE , D10 | | | 0101 720-44000 1.000 EACH| 350.00000 350.00| 250.00000 250.00| CASTING, ADJUST TO GRADE | | | 0102 720-45030 1.000 EACH| 1250.00000 1250.00| 1200.00000 1200.00| INLET, E7 | | | 0103 720-45040 1.000 EACH| 1850.00000 1850.00| 1750.00000 1750.00| INLET, G7 | | | 0104 720-45045 12.000 EACH| 1250.00000 15000.00| 1250.00000 15000.00| INLET, J10 | | | 0105 720-45055 12.000 EACH| 1400.00000 16800.00| 1350.00000 16200.00| INLET, M10 | | | 0106 720-45410 14.000 EACH| 1700.00000 23800.00| 2250.00000 31500.00| MANHOLE, C4 | | | 0107 720-97218 1.000 EACH| 1800.00000 1800.00| 4500.00000 4500.00| MANHOLE, D7 | | | 0108 720-98174 2.000 EACH| 1600.00000 3200.00| 1800.00000 3600.00| INLET, B15 | | | 0109 720-98555 1.000 EACH| 1750.00000 1750.00| 1900.00000 1900.00| INLET, C15 | | | 0110 724-51888 87.000 LFT | 45.00000 3915.00| 65.00000 5655.00| STRUCTURAL EXPANSION JOINT, BS9 | | | 0111 801-04308 6.000 EACH| 280.00000 1680.00| 357.50000 2145.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0112 801-06605 6.000 EACH| 110.00000 660.00| 192.50000 1155.00| BARRICADE, IIIA | | | 0113 801-06606 4.000 EACH| 125.00000 500.00| 220.00000 880.00| BARRICADE, IIIB | | | 0114 801-06625 33.000 EACH| 100.00000 3300.00| 137.50000 4537.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0115 801-06640 15.000 EACH| 200.00000 3000.00| 192.50000 2887.50| CONSTRUCTION SIGN, A | | | 0116 801-06775 LUMP| 45000.00000 45000.00| 36000.00000 36000.00| MAINTAINING TRAFFIC | | | 0117 802-05701 198.000 LFT | 10.75000 2128.50| 11.55000 2286.90| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 166 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,431,194.07 ROUTE : CR 12 CALL ORDER : 166 CONTRACT ID : R -25277-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1134435 | |ERBER & MILLIGAN CONSTR. CO.|FOERTSCH CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 802-76025 91.190 SFT | 22.50000 2051.78| 24.26000 2212.27| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0119 802-76035 38.120 SFT | 18.00000 686.16| 18.70000 712.84| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0120 808-06703 7685.000 LFT | 0.28000 2151.80| 0.35000 2689.75| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0121 808-06706 85.000 LFT | 3.40000 289.00| 2.86000 243.10| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0122 808-75240 370.000 LFT | 0.30000 111.00| 0.37000 136.90| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0123 808-75245 6745.000 LFT | 0.28000 1888.60| 0.35000 2360.75| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0124 808-75278 908.000 LFT | 2.00000 1816.00| 1.43000 1298.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0125 808-75320 13.000 EACH| 60.00000 780.00| 50.00000 650.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0126 808-75325 4.000 EACH| 85.00000 340.00| 63.00000 252.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0127 808-75998 200.000 EACH| 28.50000 5700.00| 33.00000 6600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0128 808-92027 2186.000 LFT | 0.55000 1202.30| 0.69000 1508.34| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 2,103,615.14| $ 2,190,165.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,103,615.14| $ 2,190,165.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,628.03 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -25392-A COUNTIES : ELKHART LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5420004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 424,911.10 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 546,493.52 128.6136% ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1339168 | |NIBLOCK EXCAVATING, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| 1474.28000 5897.12| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3500.00000 3500.00| 6256.36000 6256.36| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21450.00000 21450.00| 27324.65000 27324.65| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20500.00000 20500.00| 7270.44000 7270.44| CLEARING RIGHT OF WAY | | | 0005 202-02241 88.000 m | 35.00000 3080.00| 25.00000 2200.00| GUARDRAIL, REMOVE | | | 0006 203-02000 2760.000 m3 | 16.00000 44160.00| 34.95000 96462.00| EXCAVATION, COMMON | | | 0007 203-02070 540.000 m3 | 19.00000 10260.00| 36.01000 19445.40| BORROW | | | 0008 203-93444 3300.000 Mg | 34.00000 112200.00| 31.33000 103389.00| BACKFILL, ROCK | | | 0009 206-93520 1200.000 m2 | 65.00000 78000.00| 124.21000 149052.00| TEMPORARY SHEET PILING | | | 0010 211-02060 24.000 m3 | 19.00000 456.00| 55.10000 1322.40| B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 420.000 Mg | 13.50000 5670.00| 15.09000 6337.80| COMPACTED AGGREGATE, O, 53 | | | 0012 305-05204 12.000 Mg | 200.00000 2400.00| 103.00000 1236.00| HMA FOR PATCHING | | | 0013 402-05474 395.000 Mg | 48.00000 18960.00| 40.00000 15800.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 405-05517 1.720 Mg | 650.00000 1118.00| 420.00000 722.40| ASPHALT FOR PRIME COAT | | | 0015 601-94689 2.000 EACH| 2450.00000 4900.00| 2200.00000 4400.00| GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,628.03 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -25392-A COUNTIES : ELKHART LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1339168 | |NIBLOCK EXCAVATING, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-99105 124.000 m | 36.00000 4464.00| 34.00000 4216.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06646 157.000 m | 45.00000 7065.00| 82.27000 12916.39| TEMPORARY CONCRETE BARRIER | | | 0018 610-05527 17.000 Mg | 110.00000 1870.00| 74.00000 1258.00| HMA FOR APPROACHES | | | 0019 616-02320 2978.000 m2 | 3.50000 10423.00| 5.37000 15991.86| GEOTEXTILES | | | 0020 616-06405 735.000 Mg | 34.00000 24990.00| 32.03000 23542.05| RIPRAP, REVETMENT | | | 0021 621-01004 1.000 EACH| 675.00000 675.00| 650.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 900.000 m2 | 0.90000 810.00| 0.85000 765.00| MULCHED SEEDING, R | | | 0023 622-52436 2.000 EACH| 27.00000 54.00| 25.00000 50.00| SIGN, DO NOT MOW OR SPRAY | | | 0024 622-91786 72.000 EACH| 10.00000 720.00| 9.00000 648.00| SEEDLING | | | 0025 715-05152 80.000 m | 245.00000 19600.00| 138.36000 11068.80| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0026 715-05169 11.000 m | 240.00000 2640.00| 115.21000 1267.31| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0027 715-46005 2.000 EACH| 245.00000 490.00| 460.48000 920.96| PIPE END SECTION, 375 mm | | | 0028 715-46010 1.000 EACH| 270.00000 270.00| 477.98000 477.98| PIPE END SECTION, 450 mm | | | 0029 720-45030 1.000 EACH| 1200.00000 1200.00| 2440.20000 2440.20| INLET, E7 | | | 0030 720-45035 1.000 EACH| 1400.00000 1400.00| 2440.20000 2440.20| INLET, F7 | | | 0031 720-45410 1.000 EACH| 1800.00000 1800.00| 2440.20000 2440.20| MANHOLE, C4 | | | 0032 801-06207 1220.000 m | 3.00000 3660.00| 2.82000 3440.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0033 801-06640 16.000 EACH| 110.00000 1760.00| 95.00000 1520.00| CONSTRUCTION SIGN, A | | | 0034 801-06645 2.000 EACH| 25.00000 50.00| 25.00000 50.00| CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP| 7500.00000 7500.00| 11462.41000 11462.41| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 469,628.03 ROUTE : SR 120 CALL ORDER : 170 CONTRACT ID : R -25392-A COUNTIES : ELKHART LETTING DATE : 05/22/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 35-1339168 | |NIBLOCK EXCAVATING, INC. |LAPORTE CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 802-05701 2.700 m | 27.00000 72.90| 24.60000 66.42| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0037 804-06740 33.000 EACH| 12.00000 396.00| 10.40000 343.20| DELINEATOR WITH POST, D2 | | | 0038 808-06712 72.000 m | 0.80000 57.60| 0.75000 54.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0039 808-06713 595.000 m | 0.80000 476.00| 0.75000 446.25| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06716 378.000 m | 2.20000 831.60| 1.94000 733.32| LINE, REMOVE | | | 0041 808-75994 13.000 EACH| 14.00000 182.00| 13.00000 169.00| PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 424,911.10| $ 546,493.52| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,911.10| $ 546,493.52| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 220 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0037012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1698047 GRADEX, INC. $ 8,427,021.19 100.0000% 2 35-1489621 HRP CONSTRUCTION, INC. $ 9,783,187.89 116.0930% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 9,852,419.76 116.9146% 4 36-2231526 WALSH CONSTR CO OF ILL $ 10,532,367.17 124.9832% 5 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 13,052,654.70 154.8904% ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER, CURB AND GUTTER CONSTRUCTION | | | 0001 105-01925 26.000 MOS | 1600.00000 41600.00| 2500.00000 65000.00| 1795.00000 46670.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 160000.00000 160000.00| 350000.00000 350000.00| 180000.00000 180000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 421000.00000 421000.00| 500000.00000 500000.00| 512843.00000 512843.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 168000.00000 168000.00| 450000.00000 450000.00| 204499.00000 204499.00 CLEARING RIGHT OF WAY | | | 0005 202-01405 500.000 CYS | 40.00000 20000.00| 60.00000 30000.00| 87.40000 43700.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-01406 2.000 EACH| 475.00000 950.00| 60.00000 120.00| 420.00000 840.00 SAMPLING AND TESTING ANALYSIS GASOLINE | | | CONSTITUENTS | | | 0007 202-01406 2.000 EACH| 525.00000 1050.00| 120.00000 240.00| 420.00000 840.00 SAMPLING AND TESTING ANALYSIS HAZARDOUS | | | WASTE CHARACTERISTICS | | | 0008 202-01406 2.000 EACH| 515.00000 1030.00| 75.00000 150.00| 315.00000 630.00 SAMPLING AND TESTING ANALYSIS | | | POLYCHLORINATED | | | 0009 202-01406 5.000 EACH| 550.00000 2750.00| 60.00000 300.00| 315.00000 1575.00 SAMPLING AND TESTING ANALYSIS TOTAL | | | PETROLEUM HYDROCARBONS (TPH_ | | | 0010 202-01406 2.000 EACH| 765.00000 1530.00| 140.00000 280.00| 685.00000 1370.00 SAMPLING AND TESTING ANALYSIS TOXICITY | | | CHARCTERISTICS VOLATILE ORGANIC | | | 0011 202-02240 4747.300 SYS | 9.20000 43675.16| 6.00000 28483.80| 4.50000 21362.85 PAVEMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-91351 22825.000 LFT | 7.90000 180317.50| 4.25000 97006.25| 4.00000 91300.00 TRACK, REMOVE | | | 0013 203-02000 66267.000 CYS | 7.60000 503629.20| 15.00000 994005.00| 11.35000 752130.45 EXCAVATION, COMMON | | | 0014 203-02000 250.000 CYS | 11.00000 2750.00| 100.00000 25000.00| 18.00000 4500.00 EXCAVATION, COMMON , SITE GRADING | | | 0015 203-02045 807.600 CYS | 5.00000 4038.00| 6.00000 4845.60| 7.40000 5976.24 EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 205-02224 11496.000 LFT | 1.50000 17244.00| 1.45000 16669.20| 1.55000 17818.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02236 27.000 EACH| 47.25000 1275.75| 45.00000 1215.00| 47.40000 1279.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 205-02237 152.000 EACH| 26.25000 3990.00| 25.00000 3800.00| 26.35000 4005.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 210-03825 1.000 EACH| 35700.00000 35700.00| 15000.00000 15000.00| 24760.00000 24760.00 SHELTER , TROLLEY | | | 0020 210-05835 1.000 EACH| 8500.00000 8500.00| 5000.00000 5000.00| 6365.00000 6365.00 KIOSK FOUNDATION | | | 0021 211-02060 7429.300 CYS | 12.96000 96283.73| 12.00000 89151.60| 10.20000 75778.86 B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-02060 30309.700 CYS | 12.96000 392813.71| 12.00000 363716.40| 10.20000 309158.94 B BORROW FOR STRUCTURE BACKFILL , | | | TRUNKLINE | | | 0023 303-02125 23.200 CYS | 24.65000 571.88| 50.00000 1160.00| 35.00000 812.00 AGGREGATE, 23 | | | 0024 303-04489 4928.000 TON | 10.50000 51744.00| 16.00000 78848.00| 11.30000 55686.40 COMPACTED CRUSHED AGGREGATE, 8 | | | 0025 303-52308 26462.000 TON | 10.62000 281026.44| 13.00000 344006.00| 14.50000 383699.00 COMPACTED AGGREGATE, O, 53 | | | 0026 305-05205 2210.600 TON | 57.75000 127662.15| 50.00000 110530.00| 65.10000 143910.06 HMA FOR PATCHING, TEMPORARY | | | 0027 401-05437 11402.800 TON | 43.68000 498074.30| 41.60000 474356.48| 44.50000 507424.60 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 5095.400 TON | 47.54000 242235.32| 45.28000 230719.71| 52.90000 269546.66 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 2456.900 TON | 62.37000 153236.85| 59.40000 145939.86| 71.80000 176405.42 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05470 358.600 TON | 41.92000 15032.51| 39.92000 14315.31| 46.50000 16674.90 HMA BASE C25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 402-05475 2231.200 TON | 46.85000 104531.72| 44.62000 99556.14| 58.00000 129409.60 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0032 403-06987 2210.600 TON | 78.75000 174084.75| 50.00000 110530.00| 85.00000 187901.00 CMA FOR PATCHING | | | 0033 405-05517 54.630 TON | 295.31000 16132.79| 281.25000 15364.69| 385.00000 21032.55 ASPHALT FOR PRIME COAT | | | 0034 406-05520 28.620 TON | 191.95000 5493.61| 182.81000 5232.02| 290.00000 8299.80 ASPHALT FOR TACK COAT | | | 0035 602-06639 2396.000 LFT | 20.00000 47920.00| 15.00000 35940.00| 32.85000 78708.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0036 603-04124 2.000 EACH| 305.00000 610.00| 875.00000 1750.00| 305.00000 610.00 FENCE GATE, CHAIN LINK, 48 IN X 4 FT. | | | 0037 603-06045 112.000 LFT | 15.00000 1680.00| 22.00000 2464.00| 14.80000 1657.60 FENCE, CHAIN LINK, 48 IN. | | | 0038 604-01527 375.000 SYS | 74.00000 27750.00| 70.50000 26437.50| 10.00000 3750.00 PAVERS, BRICK , PLAZA, AGGREGATE BASE | | | 0039 604-01527 127.000 SYS | 74.00000 9398.00| 70.50000 8953.50| 45.00000 5715.00 PAVERS, BRICK , PLAZA, HMA BASE | | | 0040 604-01527 956.100 SYS | 68.78000 65760.56| 65.30000 62433.33| 70.00000 66927.00 PAVERS, BRICK , STREET | | | 0041 604-02008 54.000 SYS | 84.00000 4536.00| 80.00000 4320.00| 120.00000 6480.00 SIDEWALK, BRICK, RECONSTRUCT | | | 0042 604-03654 45.400 SYS | 84.00000 3813.60| 80.00000 3632.00| 125.00000 5675.00 BRICK PAVERS, RESET | | | 0043 604-04927 160.000 LFT | 200.55000 32088.00| 190.50000 30480.00| 75.00000 12000.00 CONCRETE SEAT WALL CAP | | | 0044 604-06069 748.200 SYS | 37.70000 28207.14| 35.90000 26860.38| 59.90000 44817.18 CURB RAMP, CONCRETE | | | 0045 604-44251 3.000 CYS | 1470.00000 4410.00| 1400.00000 4200.00| 850.00000 2550.00 STEPS, CONCRETE | | | 0046 604-44251 1.000 CYS | 1575.00000 1575.00| 1500.00000 1500.00| 995.00000 995.00 STEPS, CONCRETE , MODIFIED | | | 0047 604-91531 5139.200 SYS | 23.00000 118201.60| 21.90000 112548.48| 27.50000 141328.00 SIDEWALK, CONCRETE, 4 IN. | | | 0048 605-06120 6763.500 LFT | 10.82000 73181.07| 10.30000 69664.05| 16.55000 111935.93 CURB, CONCRETE | | | 0049 605-06140 168.300 LFT | 16.54000 2783.68| 15.75000 2650.73| 19.95000 3357.59 CURB AND GUTTER, CONCRETE , I | | | 0050 605-06140 7382.000 LFT | 12.34000 91093.88| 11.75000 86738.50| 15.05000 111099.10 CURB AND GUTTER, CONCRETE , III | | | 0051 610-05527 284.200 TON | 84.79000 24097.32| 80.75000 22949.15| 85.00000 24157.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 611-05330 1713.700 SYS | 38.06000 65223.42| 36.25000 62121.63| 45.00000 77116.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0053 615-06505 8.000 EACH| 394.00000 3152.00| 475.00000 3800.00| 395.00000 3160.00 MONUMENT, B | | | 0054 615-06527 1.000 EACH| 368.00000 368.00| 395.00000 395.00| 365.00000 365.00 MONUMENT, SECTION CORNER | | | 0055 616-04312 956.100 SYS | 1.40000 1338.54| 2.00000 1912.20| 2.60000 2485.86 GEOTEXTILE FOR PAVEMENT STABILIZATION | | | 0056 617-04488 10168.650 SYS | 1.60000 16269.84| 2.00000 20337.30| 3.00000 30505.95 GEOGRID, SUBGRADE | | | 0057 621-01004 2.000 EACH| 420.00000 840.00| 400.00000 800.00| 420.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-01882 678.800 LBS | 1.84000 1248.99| 1.75000 1187.90| 1.80000 1221.84 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0059 621-04258 37.000 LBS | 110.25000 4079.25| 105.00000 3885.00| 110.00000 4070.00 SEED MIXTURE , SEDGE MEADOW | | | 0060 621-06545 4.200 TON | 682.50000 2866.50| 650.00000 2730.00| 685.00000 2877.00 FERTILIZER | | | 0061 621-06553 1442.400 LBS | 5.25000 7572.60| 5.00000 7212.00| 5.25000 7572.60 SEED MIXTURE, R | | | 0062 621-06565 33.900 TON | 619.50000 21001.05| 590.00000 20001.00| 620.00000 21018.00 MULCHING MATERIAL | | | 0063 621-06570 7394.600 CYS | 6.80000 50283.28| 11.00000 81340.60| 27.50000 203351.50 TOP SOIL | | | 0064 621-06575 13359.200 SYS | 2.68000 35802.66| 2.55000 34065.96| 2.70000 36069.84 SODDING, NURSERY | | | 0065 621-98038 68.000 CYS | 78.75000 5355.00| 75.00000 5100.00| 79.00000 5372.00 MULCH, HARDWOOD SHREDDED BARK | | | 0066 622-01937 1046.000 EACH| 6.83000 7144.18| 6.50000 6799.00| 6.90000 7217.40 PLANT , EMERGENT | | | 0067 622-05606 126.000 EACH| 14.18000 1786.68| 13.50000 1701.00| 14.00000 1764.00 PLANT, AQUATIC | | | 0068 622-05626 29.000 EACH| 325.50000 9439.50| 310.00000 8990.00| 325.00000 9425.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0069 622-05632 131.000 EACH| 99.75000 13067.25| 95.00000 12445.00| 100.00000 13100.00 PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 36 IN. | | | 0070 622-05641 405.000 EACH| 49.35000 19986.75| 47.00000 19035.00| 50.00000 20250.00 PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 622-05646 6.000 EACH| 336.00000 2016.00| 320.00000 1920.00| 335.00000 2010.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 96 TO 120 IN. | | | 0072 622-05650 13.000 EACH| 294.00000 3822.00| 280.00000 3640.00| 295.00000 3835.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0073 622-05651 264.000 EACH| 593.25000 156618.00| 565.00000 149160.00| 595.00000 157080.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0074 622-05653 326.000 EACH| 12.60000 4107.60| 12.00000 3912.00| 12.50000 4075.00 PLANT, GROUND COVER | | | 0075 622-05654 690.000 EACH| 21.00000 14490.00| 20.00000 13800.00| 21.00000 14490.00 PLANT, PERENNIAL | | | 0077 622-91786 279.000 EACH| 6.83000 1905.57| 6.50000 1813.50| 6.90000 1925.10 SEEDLING | | | 0078 702-90915 144.400 CYS | 550.00000 79420.00| 285.00000 41154.00| 175.00000 25270.00 CONCRETE, A | | | 0079 711-05101 17.000 LFT | 21.00000 357.00| 6.00000 102.00| 21.00000 357.00 EDGING , METAL | | | 0080 712-03812 1.000 EACH| 5250.00000 5250.00| 1500.00000 1500.00| 2515.00000 2515.00 BENCH , STEEL | | | 0081 712-04784 1.000 EACH| 35000.00000 35000.00| 9000.00000 9000.00| 24335.00000 24335.00 STRUCTURE , KIOSK | | | 0082 712-04784 1.000 EACH| 40950.00000 40950.00| 4000.00000 4000.00| 29285.00000 29285.00 STRUCTURE , TRELLIS | | | 0083 714-01634 590.000 LFT | 294.00000 173460.00| 270.00000 159300.00| 331.50000 195585.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0084 714-04802 45.100 SYS | 246.75000 11128.43| 235.00000 10598.50| 140.00000 6314.00 CONCRETE MODULAR BLOCK WALL | | | 0085 714-26709 436.000 LFT | 332.00000 144752.00| 300.00000 130800.00| 376.50000 164154.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 5 FT. | | | 0086 715-04612 2715.000 LFT | 103.20000 280188.00| 70.00000 190050.00| 165.75000 450011.25 PIPE , HDPE, CLASS 63, 36 IN. | | | 0087 715-04612 560.000 LFT | 112.77000 63151.20| 78.00000 43680.00| 177.75000 99540.00 PIPE , HDPE, CLASS 63, 42 IN. | | | 0088 715-04612 234.000 LFT | 141.62000 33139.08| 120.00000 28080.00| 330.50000 77337.00 PIPE , HDPE, CLASS 63, 48 IN. | | | 0089 715-04612 701.000 LFT | 160.36000 112412.36| 125.00000 87625.00| 220.00000 154220.00 PIPE , HDPE, CLASS, 54 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 715-05024 563.000 LFT | 49.00000 27587.00| 30.00000 16890.00| 77.25000 43491.75 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0091 715-05048 13081.700 LFT | 2.45000 32050.17| 4.00000 52326.80| 4.70000 61483.99 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0092 715-05149 4675.000 LFT | 19.90000 93032.50| 15.00000 70125.00| 31.10000 145392.50 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0093 715-05151 3851.000 LFT | 23.25000 89535.75| 19.77000 76134.27| 37.15000 143064.65 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0094 715-05152 1031.000 LFT | 25.75000 26548.25| 18.00000 18558.00| 43.20000 44539.20 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0095 715-05154 1120.000 LFT | 32.65000 36568.00| 22.00000 24640.00| 53.25000 59640.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0096 715-05156 279.000 LFT | 54.20000 15121.80| 27.00000 7533.00| 71.30000 19892.70 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0097 715-05162 246.000 LFT | 95.50000 23493.00| 100.00000 24600.00| 121.60000 29913.60 PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0098 715-05163 198.000 LFT | 117.00000 23166.00| 90.00000 17820.00| 157.80000 31244.40 PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0099 715-05165 2012.000 LFT | 158.70000 319304.40| 125.00000 251500.00| 169.80000 341637.60 PIPE, TYPE 2, CIRCULAR, 72 IN. | | | 0100 715-06910 232.000 LFT | 325.50000 75516.00| 200.00000 46400.00| 339.60000 78787.20 PIPE, TYPE 2, CIRCULAR, 96 IN. | | | 0101 715-06911 674.000 LFT | 400.00000 269600.00| 250.00000 168500.00| 515.00000 347110.00 PIPE, TYPE 2, CIRCULAR, 108 IN. | | | 0102 715-92537 160.000 LFT | 24.50000 3920.00| 21.00000 3360.00| 42.30000 6768.00 PIPE, PVC, 8 IN. , SANITARY SEWER | | | 0103 718-52610 777.000 CYS | 19.11000 14848.47| 16.00000 12432.00| 28.00000 21756.00 AGGREGATE FOR UNDERDRAINS | | | 0104 718-99153 13070.000 SYS | 0.82000 10717.40| 1.25000 16337.50| 2.95000 38556.50 GEOTEXTILES FOR UNDERDRAIN | | | 0105 720-44000 8.000 EACH| 660.00000 5280.00| 280.00000 2240.00| 425.00000 3400.00 CASTING, ADJUST TO GRADE | | | 0106 720-45045 32.000 EACH| 1012.00000 32384.00| 3220.00000 103040.00| 1005.00000 32160.00 INLET, J10 | | | 0107 720-45145 6.000 EACH| 1030.00000 6180.00| 3170.00000 19020.00| 1005.00000 6030.00 INLET, J10, MODIFIED | | | 0108 720-45155 61.000 EACH| 1200.00000 73200.00| 3140.00000 191540.00| 1005.00000 61305.00 INLET, M10, MODIFIED | | | 0109 720-45235 19.000 EACH| 1350.00000 25650.00| 4400.00000 83600.00| 1355.00000 25745.00 CATCH BASIN, E7 | | | 0110 720-45250 19.000 EACH| 1420.00000 26980.00| 3900.00000 74100.00| 1585.00000 30115.00 CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 720-45251 28.000 EACH| 1450.00000 40600.00| 5820.00000 162960.00| 1585.00000 44380.00 CATCH BASIN, K10, MODIFIED | | | 0112 720-45410 33.000 EACH| 1495.00000 49335.00| 3950.00000 130350.00| 1505.00000 49665.00 MANHOLE, C4 | | | 0113 720-45416 2.000 EACH| 3545.00000 7090.00| 10200.00000 20400.00| 5930.00000 11860.00 MANHOLE, E4 | | | 0114 720-45430 5.000 EACH| 9025.00000 45125.00| 19800.00000 99000.00| 9650.00000 48250.00 MANHOLE, G4 | | | 0115 720-45510 1.000 EACH| 1625.00000 1625.00| 3925.00000 3925.00| 1610.00000 1610.00 MANHOLE, C4, MODIFIED | | | 0116 720-90547 8.000 EACH| 1605.00000 12840.00| 4300.00000 34400.00| 1610.00000 12880.00 CATCH BASIN, A7 | | | 0117 720-91110 1.000 EACH| 7745.00000 7745.00| 29300.00000 29300.00| 8015.00000 8015.00 MANHOLE, N4 | | | 0118 720-93411 1.000 EACH| 1500.00000 1500.00| 4020.00000 4020.00| 1685.00000 1685.00 INLET, C15, MODIFIED | | | 0119 720-93501 2.000 EACH| 5120.00000 10240.00| 10200.00000 20400.00| 6530.00000 13060.00 MANHOLE, L4 | | | 0120 720-93501 4.000 EACH| 5330.00000 21320.00| 11300.00000 45200.00| 10150.00000 40600.00 MANHOLE, L4 , SANITARY | | | 0121 720-94612 3.000 EACH| 4700.00000 14100.00| 8500.00000 25500.00| 2815.00000 8445.00 MANHOLE, K4 | | | 0122 720-94612 9.000 EACH| 5645.00000 50805.00| 8700.00000 78300.00| 5325.00000 47925.00 MANHOLE, K4 , SANITARY | | | 0123 720-95335 7.000 EACH| 6925.00000 48475.00| 19800.00000 138600.00| 7095.00000 49665.00 MANHOLE, M4 | | | 0124 720-95422 13.000 EACH| 7450.00000 96850.00| 5400.00000 70200.00| 2110.00000 27430.00 MANHOLE, J4 | | | 0125 720-96851 2.000 EACH| 10075.00000 20150.00| 3770.00000 7540.00| 1005.00000 2010.00 INLET, J13 | | | 0126 720-98471 1.000 EACH| 40830.00000 40830.00| 98000.00000 98000.00| 134895.00000 134895.00 MANHOLE, X4 , JUNCTION CHAMBER, STR. NO.| | | 707 | | | 0127 720-98471 1.000 EACH| 30225.00000 30225.00| 98000.00000 98000.00| 128320.00000 128320.00 MANHOLE, X4 , JUNCTION CHAMBER, STR. NO.| | | 719 | | | 0128 720-98472 1.000 EACH| 9285.00000 9285.00| 82000.00000 82000.00| 40495.00000 40495.00 MANHOLE, Y4 , JUNCTION CHAMBER, STR. NO.| | | 709 | | | 0129 720-98472 1.000 EACH| 9285.00000 9285.00| 82000.00000 82000.00| 49945.00000 49945.00 MANHOLE, Y4 , JUNCTION CHAMBER, STR. NO.| | | 721A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 720-98555 2.000 EACH| 1238.00000 2476.00| 4000.00000 8000.00| 1685.00000 3370.00 INLET, C15 | | | 0131 720-98625 1.000 EACH| 4665.00000 4665.00| 7900.00000 7900.00| 2010.00000 2010.00 MANHOLE, C4, DROP | | | 0132 722-60824 2014.900 SYS | 3.25000 6548.43| 2.50000 5037.25| 4.00000 8059.60 SURFACE MILLING | | | 0133 731-93946 435.600 SFT | 21.00000 9147.60| 10.00000 4356.00| 22.50000 9801.00 WALL ERECTION | | | 0134 801-04308 66.000 EACH| 1254.75000 82813.50| 1195.00000 78870.00| 1260.00000 83160.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0135 801-06207 11586.000 LFT | 1.03000 11933.58| 0.98000 11354.28| 1.05000 12165.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0136 801-06211 3.000 EACH| 157.50000 472.50| 150.00000 450.00| 158.00000 474.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0137 801-06218 54.000 LFT | 6.30000 340.20| 6.00000 324.00| 6.35000 342.90 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0138 801-06606 137.000 EACH| 414.75000 56820.75| 395.00000 54115.00| 416.00000 56992.00 BARRICADE, IIIB | | | 0139 801-06625 93.000 EACH| 246.75000 22947.75| 235.00000 21855.00| 245.00000 22785.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0140 801-06640 111.000 EACH| 309.75000 34382.25| 295.00000 32745.00| 310.00000 34410.00 CONSTRUCTION SIGN, A | | | 0141 801-06645 3.000 EACH| 157.50000 472.50| 150.00000 450.00| 155.00000 465.00 CONSTRUCTION SIGN, B | | | 0142 801-06710 225.000 DAY | 15.75000 3543.75| 15.00000 3375.00| 16.00000 3600.00 FLASHING ARROW SIGN | | | 0143 801-06775 LUMP| 100000.00000 100000.00| 200000.00000 200000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0144 802-03896 7.000 EACH| 2100.00000 14700.00| 2000.00000 14000.00| 365.00000 2555.00 BOLLARD , CAST IRON | | | 0145 802-04314 2.000 EACH| 73500.00000 147000.00| 60000.00000 120000.00| 29310.00000 58620.00 SIGN , GATEWAY | | | 0146 802-05701 210.750 LFT | 10.50000 2212.88| 10.00000 2107.50| 11.00000 2318.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0147 802-76025 207.580 SFT | 11.55000 2397.55| 11.00000 2283.38| 12.00000 2490.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 802-76035 144.000 SFT | 13.65000 1965.60| 13.00000 1872.00| 13.50000 1944.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0149 803-06031 2.000 CYS | 1785.00000 3570.00| 5800.00000 11600.00| 6065.00000 12130.00 SIGN FOUNDATIONS, CONCRETE , GATEWAY | | | 0150 805-01816 7.000 EACH| 630.00000 4410.00| 600.00000 4200.00| 1355.00000 9485.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0151 805-01842 28.000 EACH| 577.50000 16170.00| 550.00000 15400.00| 715.00000 20020.00 HANDHOLE, SIGNAL | | | 0152 805-01879 5.000 EACH| 472.50000 2362.50| 450.00000 2250.00| 475.00000 2375.00 SIGNAL SERVICE, INSTALL | | | 0153 805-02037 3.000 EACH| 2467.50000 7402.50| 2350.00000 7050.00| 2710.00000 8130.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | , ALUMINUM, TRUSS | | | 0154 805-02069 7.000 EACH| 2625.00000 18375.00| 2500.00000 17500.00| 2375.00000 16625.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ALUMINUM, TRUSS | | | 0155 805-02072 5.000 EACH| 3570.00000 17850.00| 3400.00000 17000.00| 2520.00000 12600.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ALUMINUM, TRUSS | | | 0156 805-02087 LUMP| 4725.00000 4725.00| 4500.00000 4500.00| 765.00000 765.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0157 805-02151 31.000 EACH| 399.00000 12369.00| 380.00000 11780.00| 405.00000 12555.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0158 805-02855 10.000 EACH| 682.50000 6825.00| 650.00000 6500.00| 855.00000 8550.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 7 FT. | | | 0159 805-03708 2.000 EACH| 4515.00000 9030.00| 4300.00000 8600.00| 5515.00000 11030.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | AND 30 FT. ARM | | | 0160 805-06592 4707.000 LFT | 8.93000 42033.51| 8.50000 40009.50| 10.40000 48952.80 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0161 805-78106 1.000 EACH| 8925.00000 8925.00| 8500.00000 8500.00| 7650.00000 7650.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0162 805-78109 4.000 EACH| 8715.00000 34860.00| 8300.00000 33200.00| 9005.00000 36020.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0163 805-78205 34.000 EACH| 420.00000 14280.00| 400.00000 13600.00| 435.00000 14790.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0164 805-78230 6.000 EACH| 630.00000 3780.00| 600.00000 3600.00| 680.00000 4080.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0165 805-78412 7.000 EACH| 472.50000 3307.50| 450.00000 3150.00| 490.00000 3430.00 SIGNAL PEDESTAL, 9 FT. | | | 0166 805-78467 367.000 LFT | 1.16000 425.72| 1.10000 403.70| 1.70000 623.90 SIGNAL CABLE, 3C 8GA. | | | 0167 805-78470 9395.000 LFT | 0.26000 2442.70| 0.25000 2348.75| 0.35000 3288.25 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0168 805-78480 2401.000 LFT | 0.63000 1512.63| 0.60000 1440.60| 1.00000 2401.00 SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 3620.000 LFT | 0.84000 3040.80| 0.80000 2896.00| 1.15000 4163.00 SIGNAL CABLE, 5C 14GA. | | | 0170 805-78490 3099.000 LFT | 0.95000 2944.05| 0.90000 2789.10| 1.35000 4183.65 SIGNAL CABLE, 7C 14GA. | | | 0171 805-78510 5705.000 LFT | 0.63000 3594.15| 0.60000 3423.00| 0.85000 4849.25 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0172 805-78785 19.000 EACH| 399.00000 7581.00| 380.00000 7220.00| 540.00000 10260.00 SIGNAL DETECTOR HOUSING | | | 0173 805-78795 3306.000 LFT | 8.40000 27770.40| 8.00000 26448.00| 8.20000 27109.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0174 805-78900 7.000 EACH| 472.50000 3307.50| 450.00000 3150.00| 465.00000 3255.00 PEDESTAL FOUNDATION, A | | | 0175 805-78925 5.000 EACH| 577.50000 2887.50| 550.00000 2750.00| 710.00000 3550.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0176 805-92504 11.000 EACH| 199.50000 2194.50| 190.00000 2090.00| 255.00000 2805.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0177 805-96121 31.000 EACH| 157.50000 4882.50| 150.00000 4650.00| 130.00000 4030.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0178 805-97114 1130.000 LFT | 3.15000 3559.50| 3.00000 3390.00| 2.05000 2316.50 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0179 807-02560 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| 24815.00000 24815.00 ELECTRICAL WORK | | | 0180 808-01045 201.000 LFT | 0.57000 114.57| 0.23000 46.23| 0.60000 120.60 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0181 808-06701 1698.400 LFT | 0.57000 968.09| 0.23000 390.63| 0.60000 1019.04 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1698047 |(2) 35-1489621 |(3) 35-1917625 |GRADEX, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 808-06703 1533.000 LFT | 0.57000 873.81| 0.23000 352.59| 0.60000 919.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0183 808-06716 5896.000 LFT | 0.53000 3124.88| 1.00000 5896.00| 0.60000 3537.60 LINE, REMOVE | | | 0184 808-75215 742.000 LFT | 1.70000 1261.40| 1.50000 1113.00| 1.70000 1261.40 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0185 808-75245 11553.000 LFT | 0.57000 6585.21| 0.23000 2657.19| 0.60000 6931.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0186 808-75297 889.000 LFT | 3.41000 3031.49| 2.75000 2444.75| 3.40000 3022.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0187 808-75300 3639.000 LFT | 0.85000 3093.15| 0.90000 3275.10| 0.90000 3275.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0188 808-75320 21.000 EACH| 54.60000 1146.60| 50.00000 1050.00| 55.00000 1155.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0189 808-75325 18.000 EACH| 75.60000 1360.80| 65.00000 1170.00| 76.00000 1368.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0190 808-96016 236.000 LFT | 1.70000 401.20| 1.50000 354.00| 1.70000 401.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0191 808-98796 250.000 LFT | 0.57000 142.50| 0.23000 57.50| 0.60000 150.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0192 711-51038 LUMP| 115500.00000 115500.00| 50000.00000 50000.00| 63600.00000 63600.00 STRUCTURAL STEEL REPAIRS | | | SECTION TOTALS | $ 8,427,021.19| $ 9,783,187.89| $ 9,852,419.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,427,021.19| $ 9,783,187.89| $ 9,852,419.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SEWER, CURB AND GUTTER CONSTRUCTION | | | 0001 105-01925 26.000 MOS | 2000.00000 52000.00| 1682.37000 43741.62| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 300000.00000 300000.00| 174684.15000 174684.15| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 526000.00000 526000.00| 652000.00000 652000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 210000.00000 210000.00| 259121.39000 259121.39| CLEARING RIGHT OF WAY | | | 0005 202-01405 500.000 CYS | 85.00000 42500.00| 158.09000 79045.00| CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-01406 2.000 EACH| 120.00000 240.00| 237.13000 474.26| SAMPLING AND TESTING ANALYSIS GASOLINE | | | CONSTITUENTS | | | 0007 202-01406 2.000 EACH| 267.00000 534.00| 237.13000 474.26| SAMPLING AND TESTING ANALYSIS HAZARDOUS | | | WASTE CHARACTERISTICS | | | 0008 202-01406 2.000 EACH| 212.00000 424.00| 677.51000 1355.02| SAMPLING AND TESTING ANALYSIS | | | POLYCHLORINATED | | | 0009 202-01406 5.000 EACH| 120.00000 600.00| 677.51000 3387.55| SAMPLING AND TESTING ANALYSIS TOTAL | | | PETROLEUM HYDROCARBONS (TPH_ | | | 0010 202-01406 2.000 EACH| 432.00000 864.00| 677.51000 1355.02| SAMPLING AND TESTING ANALYSIS TOXICITY | | | CHARCTERISTICS VOLATILE ORGANIC | | | 0011 202-02240 4747.300 SYS | 7.00000 33231.10| 14.19000 67364.19| PAVEMENT, REMOVE | | | 0012 202-91351 22825.000 LFT | 9.00000 205425.00| 35.80000 817135.00| TRACK, REMOVE | | | 0013 203-02000 66267.000 CYS | 12.20000 808457.40| 15.49011 1026483.12| EXCAVATION, COMMON | | | 0014 203-02000 250.000 CYS | 33.50000 8375.00| 16.26000 4065.00| EXCAVATION, COMMON , SITE GRADING | | | 0015 203-02045 807.600 CYS | 20.00000 16152.00| 18.37000 14835.61| EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 205-02224 11496.000 LFT | 1.45000 16669.20| 1.64000 18853.44| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02236 27.000 EACH| 45.00000 1215.00| 50.81000 1371.87| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 205-02237 152.000 EACH| 25.00000 3800.00| 28.23000 4290.96| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0019 210-03825 1.000 EACH| 9000.00000 9000.00| 13550.16000 13550.16| SHELTER , TROLLEY | | | 0020 210-05835 1.000 EACH| 10000.00000 10000.00| 20325.24000 20325.24| KIOSK FOUNDATION | | | 0021 211-02060 7429.300 CYS | 12.00000 89151.60| 16.08000 119463.14| B BORROW FOR STRUCTURE BACKFILL | | | 0022 211-02060 30309.700 CYS | 12.00000 363716.40| 16.09000 487683.07| B BORROW FOR STRUCTURE BACKFILL , | | | TRUNKLINE | | | 0023 303-02125 23.200 CYS | 75.00000 1740.00| 39.03000 905.50| AGGREGATE, 23 | | | 0024 303-04489 4928.000 TON | 12.00000 59136.00| 17.75000 87472.00| COMPACTED CRUSHED AGGREGATE, 8 | | | 0025 303-52308 26462.000 TON | 13.50000 357237.00| 15.26000 403810.12| COMPACTED AGGREGATE, O, 53 | | | 0026 305-05205 2210.600 TON | 65.10000 143910.06| 73.51000 162501.21| HMA FOR PATCHING, TEMPORARY | | | 0027 401-05437 11402.800 TON | 43.00000 490320.40| 50.25000 572990.70| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 5095.400 TON | 46.00000 234388.40| 59.73000 304348.24| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 2456.900 TON | 65.00000 159698.50| 81.08000 199205.45| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 402-05470 358.600 TON | 45.00000 16137.00| 52.51000 18830.09| HMA BASE C25.0 mm, MAINLINE | | | 0031 402-05475 2231.200 TON | 46.00000 102635.20| 65.49000 146121.29| HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0032 403-06987 2210.600 TON | 85.00000 187901.00| 95.98000 212173.39| CMA FOR PATCHING | | | 0033 405-05517 54.630 TON | 282.00000 15405.66| 434.73000 23749.30| ASPHALT FOR PRIME COAT | | | 0034 406-05520 28.620 TON | 183.00000 5237.46| 327.46000 9371.91| ASPHALT FOR TACK COAT | | | 0035 602-06639 2396.000 LFT | 30.00000 71880.00| 24.63000 59013.48| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0036 603-04124 2.000 EACH| 290.00000 580.00| 327.46000 654.92| FENCE GATE, CHAIN LINK, 48 IN X 4 FT. | | | 0037 603-06045 112.000 LFT | 14.00000 1568.00| 15.81000 1770.72| FENCE, CHAIN LINK, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 604-01527 375.000 SYS | 90.00000 33750.00| 79.61000 29853.75| PAVERS, BRICK , PLAZA, AGGREGATE BASE | | | 0039 604-01527 127.000 SYS | 100.00000 12700.00| 79.61000 10110.47| PAVERS, BRICK , PLAZA, HMA BASE | | | 0040 604-01527 956.100 SYS | 70.00000 66927.00| 73.96000 70713.16| PAVERS, BRICK , STREET | | | 0041 604-02008 54.000 SYS | 90.00000 4860.00| 90.33000 4877.82| SIDEWALK, BRICK, RECONSTRUCT | | | 0042 604-03654 45.400 SYS | 90.00000 4086.00| 90.33000 4100.98| BRICK PAVERS, RESET | | | 0043 604-04927 160.000 LFT | 55.00000 8800.00| 215.11000 34417.60| CONCRETE SEAT WALL CAP | | | 0044 604-06069 748.200 SYS | 38.85000 29067.57| 40.54000 30332.03| CURB RAMP, CONCRETE | | | 0045 604-44251 3.000 CYS | 1600.00000 4800.00| 1580.85000 4742.55| STEPS, CONCRETE | | | 0046 604-44251 1.000 CYS | 1650.00000 1650.00| 1693.77000 1693.77| STEPS, CONCRETE , MODIFIED | | | 0047 604-91531 5139.200 SYS | 23.70000 121799.04| 24.73000 127092.42| SIDEWALK, CONCRETE, 4 IN. | | | 0048 605-06120 6763.500 LFT | 11.15000 75413.03| 11.63000 78659.51| CURB, CONCRETE | | | 0049 605-06140 168.300 LFT | 18.00000 3029.40| 17.78000 2992.37| CURB AND GUTTER, CONCRETE , I | | | 0050 605-06140 7382.000 LFT | 13.00000 95966.00| 13.27000 97959.14| CURB AND GUTTER, CONCRETE , III | | | 0051 610-05527 284.200 TON | 80.75000 22949.15| 95.98000 27277.52| HMA FOR APPROACHES | | | 0052 611-05330 1713.700 SYS | 40.00000 68548.00| 40.93000 70141.74| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0053 615-06505 8.000 EACH| 480.00000 3840.00| 536.36000 4290.88| MONUMENT, B | | | 0054 615-06527 1.000 EACH| 500.00000 500.00| 558.94000 558.94| MONUMENT, SECTION CORNER | | | 0055 616-04312 956.100 SYS | 1.25000 1195.13| 1.52000 1453.27| GEOTEXTILE FOR PAVEMENT STABILIZATION | | | 0056 617-04488 10168.650 SYS | 3.75000 38132.44| 3.51000 35691.96| GEOGRID, SUBGRADE | | | 0057 621-01004 2.000 EACH| 400.00000 800.00| 451.67000 903.34| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 621-01882 678.800 LBS | 1.75000 1187.90| 1.98000 1344.02| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0059 621-04258 37.000 LBS | 105.00000 3885.00| 118.56000 4386.72| SEED MIXTURE , SEDGE MEADOW | | | 0060 621-06545 4.200 TON | 650.00000 2730.00| 733.97000 3082.67| FERTILIZER | | | 0061 621-06553 1442.400 LBS | 5.00000 7212.00| 5.65000 8149.56| SEED MIXTURE, R | | | 0062 621-06565 33.900 TON | 590.00000 20001.00| 666.22000 22584.86| MULCHING MATERIAL | | | 0063 621-06570 7394.600 CYS | 13.00000 96129.80| 24.27000 179466.94| TOP SOIL | | | 0064 621-06575 13359.200 SYS | 2.55000 34065.96| 2.88000 38474.50| SODDING, NURSERY | | | 0065 621-98038 68.000 CYS | 75.00000 5100.00| 84.69000 5758.92| MULCH, HARDWOOD SHREDDED BARK | | | 0066 622-01937 1046.000 EACH| 6.50000 6799.00| 7.34000 7677.64| PLANT , EMERGENT | | | 0067 622-05606 126.000 EACH| 13.50000 1701.00| 15.24000 1920.24| PLANT, AQUATIC | | | 0068 622-05626 29.000 EACH| 310.00000 8990.00| 350.05000 10151.45| PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0069 622-05632 131.000 EACH| 95.00000 12445.00| 107.27000 14052.37| PLANT, CONIFEROUS EVERGREEN, GLOBE, | | | DWARF, OVER 36 IN. | | | 0070 622-05641 405.000 EACH| 47.00000 19035.00| 53.07000 21493.35| PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0071 622-05646 6.000 EACH| 320.00000 1920.00| 361.34000 2168.04| PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 96 TO 120 IN. | | | 0072 622-05650 13.000 EACH| 280.00000 3640.00| 316.17000 4110.21| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0073 622-05651 264.000 EACH| 565.00000 149160.00| 637.99000 168429.36| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0074 622-05653 326.000 EACH| 12.00000 3912.00| 13.55000 4417.30| PLANT, GROUND COVER | | | 0075 622-05654 690.000 EACH| 20.00000 13800.00| 22.58000 15580.20| PLANT, PERENNIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 622-91786 279.000 EACH| 6.50000 1813.50| 7.34000 2047.86| SEEDLING | | | 0078 702-90915 144.400 CYS | 655.25000 94618.10| 678.28000 97943.63| CONCRETE, A | | | 0079 711-05101 17.000 LFT | 20.00000 340.00| 22.58000 383.86| EDGING , METAL | | | 0080 712-03812 1.000 EACH| 1500.00000 1500.00| 2032.52000 2032.52| BENCH , STEEL | | | 0081 712-04784 1.000 EACH| 40000.00000 40000.00| 13550.16000 13550.16| STRUCTURE , KIOSK | | | 0082 712-04784 1.000 EACH| 20000.00000 20000.00| 13550.16000 13550.16| STRUCTURE , TRELLIS | | | 0083 714-01634 590.000 LFT | 345.00000 203550.00| 365.68000 215751.20| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 4 FT. | | | 0084 714-04802 45.100 SYS | 125.00000 5637.50| 265.37000 11968.19| CONCRETE MODULAR BLOCK WALL | | | 0085 714-26709 436.000 LFT | 401.00000 174836.00| 421.17000 183630.12| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 5 FT. | | | 0086 715-04612 2715.000 LFT | 140.00000 380100.00| 183.02000 496899.30| PIPE , HDPE, CLASS 63, 36 IN. | | | 0087 715-04612 560.000 LFT | 150.00000 84000.00| 200.47000 112263.20| PIPE , HDPE, CLASS 63, 42 IN. | | | 0088 715-04612 234.000 LFT | 200.00000 46800.00| 306.96000 71828.64| PIPE , HDPE, CLASS 63, 48 IN. | | | 0089 715-04612 701.000 LFT | 230.00000 161230.00| 830.91000 582467.91| PIPE , HDPE, CLASS, 54 IN. | | | 0090 715-05024 563.000 LFT | 75.00000 42225.00| 114.53000 64480.39| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0091 715-05048 13081.700 LFT | 2.50000 32704.25| 4.12000 53896.60| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0092 715-05149 4675.000 LFT | 30.00000 140250.00| 22.91000 107104.25| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0093 715-05151 3851.000 LFT | 35.00000 134785.00| 32.90000 126697.90| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0094 715-05152 1031.000 LFT | 44.00000 45364.00| 40.97000 42240.07| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0095 715-05154 1120.000 LFT | 45.00000 50400.00| 58.88000 65945.60| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0096 715-05156 279.000 LFT | 60.00000 16740.00| 84.84000 23670.36| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05162 246.000 LFT | 135.00000 33210.00| 165.22000 40644.12| PIPE, TYPE 2, CIRCULAR, 54 IN. | | | 0098 715-05163 198.000 LFT | 175.00000 34650.00| 216.60000 42886.80| PIPE, TYPE 2, CIRCULAR, 60 IN. | | | 0099 715-05165 2012.000 LFT | 188.00000 378256.00| 250.41000 503824.92| PIPE, TYPE 2, CIRCULAR, 72 IN. | | | 0100 715-06910 232.000 LFT | 325.00000 75400.00| 386.61000 89693.52| PIPE, TYPE 2, CIRCULAR, 96 IN. | | | 0101 715-06911 674.000 LFT | 460.00000 310040.00| 943.82000 636134.68| PIPE, TYPE 2, CIRCULAR, 108 IN. | | | 0102 715-92537 160.000 LFT | 35.00000 5600.00| 54.69000 8750.40| PIPE, PVC, 8 IN. , SANITARY SEWER | | | 0103 718-52610 777.000 CYS | 25.00000 19425.00| 32.47000 25229.19| AGGREGATE FOR UNDERDRAINS | | | 0104 718-99153 13070.000 SYS | 1.75000 22872.50| 1.69000 22088.30| GEOTEXTILES FOR UNDERDRAIN | | | 0105 720-44000 8.000 EACH| 230.00000 1840.00| 311.65000 2493.20| CASTING, ADJUST TO GRADE | | | 0106 720-45045 32.000 EACH| 1700.00000 54400.00| 1204.34000 38538.88| INLET, J10 | | | 0107 720-45145 6.000 EACH| 2000.00000 12000.00| 1192.30000 7153.80| INLET, J10, MODIFIED | | | 0108 720-45155 61.000 EACH| 2000.00000 122000.00| 1122.34000 68462.74| INLET, M10, MODIFIED | | | 0109 720-45235 19.000 EACH| 2100.00000 39900.00| 2272.83000 43183.77| CATCH BASIN, E7 | | | 0110 720-45250 19.000 EACH| 2500.00000 47500.00| 1578.53000 29992.07| CATCH BASIN, K10 | | | 0111 720-45251 28.000 EACH| 2800.00000 78400.00| 1680.75000 47061.00| CATCH BASIN, K10, MODIFIED | | | 0112 720-45410 33.000 EACH| 2900.00000 95700.00| 2665.86000 87973.38| MANHOLE, C4 | | | 0113 720-45416 2.000 EACH| 14000.00000 28000.00| 9425.60000 18851.20| MANHOLE, E4 | | | 0114 720-45430 5.000 EACH| 18000.00000 90000.00| 17971.82000 89859.10| MANHOLE, G4 | | | 0115 720-45510 1.000 EACH| 3000.00000 3000.00| 2593.32000 2593.32| MANHOLE, C4, MODIFIED | | | 0116 720-90547 8.000 EACH| 2700.00000 21600.00| 3231.97000 25855.76| CATCH BASIN, A7 | | | 0117 720-91110 1.000 EACH| 14000.00000 14000.00| 9972.83000 9972.83| MANHOLE, N4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 720-93411 1.000 EACH| 2400.00000 2400.00| 1929.88000 1929.88| INLET, C15, MODIFIED | | | 0119 720-93501 2.000 EACH| 13000.00000 26000.00| 8180.46000 16360.92| MANHOLE, L4 | | | 0120 720-93501 4.000 EACH| 18000.00000 72000.00| 12047.64000 48190.56| MANHOLE, L4 , SANITARY | | | 0121 720-94612 3.000 EACH| 6500.00000 19500.00| 6385.68000 19157.04| MANHOLE, K4 | | | 0122 720-94612 9.000 EACH| 10000.00000 90000.00| 7152.44000 64371.96| MANHOLE, K4 , SANITARY | | | 0123 720-95335 7.000 EACH| 15500.00000 108500.00| 9569.48000 66986.36| MANHOLE, M4 | | | 0124 720-95422 13.000 EACH| 7100.00000 92300.00| 3898.20000 50676.60| MANHOLE, J4 | | | 0125 720-96851 2.000 EACH| 1800.00000 3600.00| 1275.52000 2551.04| INLET, J13 | | | 0126 720-98471 1.000 EACH| 125000.00000 125000.00| 177321.19000 177321.19| MANHOLE, X4 , JUNCTION CHAMBER, STR. NO.| | | 707 | | | 0127 720-98471 1.000 EACH| 90000.00000 90000.00| 129530.16000 129530.16| MANHOLE, X4 , JUNCTION CHAMBER, STR. NO.| | | 719 | | | 0128 720-98472 1.000 EACH| 30000.00000 30000.00| 35439.99000 35439.99| MANHOLE, Y4 , JUNCTION CHAMBER, STR. NO.| | | 709 | | | 0129 720-98472 1.000 EACH| 50000.00000 50000.00| 33261.76000 33261.76| MANHOLE, Y4 , JUNCTION CHAMBER, STR. NO.| | | 721A | | | 0130 720-98555 2.000 EACH| 2450.00000 4900.00| 1850.27000 3700.54| INLET, C15 | | | 0131 720-98625 1.000 EACH| 5500.00000 5500.00| 5971.58000 5971.58| MANHOLE, C4, DROP | | | 0132 722-60824 2014.900 SYS | 5.00000 10074.50| 3.30000 6649.17| SURFACE MILLING | | | 0133 731-93946 435.600 SFT | 6.00000 2613.60| 10.37000 4517.17| WALL ERECTION | | | 0134 801-04308 66.000 EACH| 1200.00000 79200.00| 1349.37000 89058.42| ROAD CLOSURE SIGN ASSEMBLY | | | 0135 801-06207 11586.000 LFT | 0.98000 11354.28| 1.11000 12860.46| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 801-06211 3.000 EACH| 150.00000 450.00| 169.38000 508.14| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0137 801-06218 54.000 LFT | 6.00000 324.00| 6.78000 366.12| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0138 801-06606 137.000 EACH| 450.00000 61650.00| 446.03000 61106.11| BARRICADE, IIIB | | | 0139 801-06625 93.000 EACH| 300.00000 27900.00| 265.36000 24678.48| DETOUR ROUTE MARKER ASSEMBLY | | | 0140 801-06640 111.000 EACH| 350.00000 38850.00| 333.11000 36975.21| CONSTRUCTION SIGN, A | | | 0141 801-06645 3.000 EACH| 160.00000 480.00| 169.38000 508.14| CONSTRUCTION SIGN, B | | | 0142 801-06710 225.000 DAY | 20.00000 4500.00| 16.94000 3811.50| FLASHING ARROW SIGN | | | 0143 801-06775 LUMP| 244747.56000 244747.56| 177641.58000 177641.58| MAINTAINING TRAFFIC | | | 0144 802-03896 7.000 EACH| 1800.00000 12600.00| 1671.19000 11698.33| BOLLARD , CAST IRON | | | 0145 802-04314 2.000 EACH| 70000.00000 140000.00| 85394.24000 170788.48| SIGN , GATEWAY | | | 0146 802-05701 210.750 LFT | 12.00000 2529.00| 10.16000 2141.22| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0147 802-76025 207.580 SFT | 16.00000 3321.28| 15.92000 3304.67| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0148 802-76035 144.000 SFT | 17.00000 2448.00| 16.26000 2341.44| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0149 803-06031 2.000 CYS | 1690.00000 3380.00| 1908.31000 3816.62| SIGN FOUNDATIONS, CONCRETE , GATEWAY | | | 0150 805-01816 7.000 EACH| 1400.00000 9800.00| 733.97000 5137.79| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT.| | | X 8FT. | | | 0151 805-01842 28.000 EACH| 825.00000 23100.00| 733.97000 20551.16| HANDHOLE, SIGNAL | | | 0152 805-01879 5.000 EACH| 300.00000 1500.00| 361.34000 1806.70| SIGNAL SERVICE, INSTALL | | | 0153 805-02037 3.000 EACH| 1700.00000 5100.00| 2235.78000 6707.34| SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | , ALUMINUM, TRUSS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 805-02069 7.000 EACH| 2100.00000 14700.00| 2710.03000 18970.21| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | , ALUMINUM, TRUSS | | | 0155 805-02072 5.000 EACH| 2300.00000 11500.00| 2992.33000 14961.65| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | , ALUMINUM, TRUSS | | | 0156 805-02087 LUMP| 830.00000 830.00| 1129.18000 1129.18| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0157 805-02151 31.000 EACH| 365.00000 11315.00| 587.17000 18202.27| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | 0158 805-02855 10.000 EACH| 1050.00000 10500.00| 846.89000 8468.90| SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 7 FT. | | | 0159 805-03708 2.000 EACH| 3600.00000 7200.00| 4121.51000 8243.02| SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | AND 30 FT. ARM | | | 0160 805-06592 4707.000 LFT | 13.50000 63544.50| 11.07000 52106.49| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0161 805-78106 1.000 EACH| 8600.00000 8600.00| 11065.96000 11065.96| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0162 805-78109 4.000 EACH| 8400.00000 33600.00| 11404.72000 45618.88| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0163 805-78205 34.000 EACH| 355.00000 12070.00| 474.26000 16124.84| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0164 805-78230 6.000 EACH| 625.00000 3750.00| 643.63000 3861.78| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0165 805-78412 7.000 EACH| 375.00000 2625.00| 587.17000 4110.19| SIGNAL PEDESTAL, 9 FT. | | | 0166 805-78467 367.000 LFT | 1.40000 513.80| 1.58000 579.86| SIGNAL CABLE, 3C 8GA. | | | 0167 805-78470 9395.000 LFT | 0.15000 1409.25| 0.34000 3194.30| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0168 805-78480 2401.000 LFT | 1.00000 2401.00| 1.02000 2449.02| SIGNAL CABLE, 3C 14GA. | | | 0169 805-78485 3620.000 LFT | 1.20000 4344.00| 1.13000 4090.60| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 805-78490 3099.000 LFT | 1.25000 3873.75| 1.24000 3842.76| SIGNAL CABLE, 7C 14GA. | | | 0171 805-78510 5705.000 LFT | 1.00000 5705.00| 1.02000 5819.10| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0172 805-78785 19.000 EACH| 665.00000 12635.00| 395.21000 7508.99| SIGNAL DETECTOR HOUSING | | | 0173 805-78795 3306.000 LFT | 6.50000 21489.00| 11.07000 36597.42| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0174 805-78900 7.000 EACH| 550.00000 3850.00| 508.13000 3556.91| PEDESTAL FOUNDATION, A | | | 0175 805-78925 5.000 EACH| 1000.00000 5000.00| 621.05000 3105.25| CONTROLLER CABINET FOUNDATION, P1 | | | 0176 805-92504 11.000 EACH| 200.00000 2200.00| 395.21000 4347.31| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0177 805-96121 31.000 EACH| 140.00000 4340.00| 112.92000 3500.52| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0178 805-97114 1130.000 LFT | 2.50000 2825.00| 1.24000 1401.20| CABLE, INTERCONNECT, 6 PAIR 19 | | | 0179 807-02560 LUMP| 30000.00000 30000.00| 14538.19000 14538.19| ELECTRICAL WORK | | | 0180 808-01045 201.000 LFT | 0.25000 50.25| 0.26000 52.26| LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0181 808-06701 1698.400 LFT | 0.25000 424.60| 0.26000 441.58| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0182 808-06703 1533.000 LFT | 0.25000 383.25| 0.26000 398.58| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0183 808-06716 5896.000 LFT | 1.00000 5896.00| 0.56000 3301.76| LINE, REMOVE | | | 0184 808-75215 742.000 LFT | 1.55000 1150.10| 1.69000 1253.98| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0185 808-75245 11553.000 LFT | 0.25000 2888.25| 0.26000 3003.78| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0186 808-75297 889.000 LFT | 2.80000 2489.20| 3.11000 2764.79| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0187 808-75300 3639.000 LFT | 0.95000 3457.05| 1.02000 3711.78| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 180 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,941,413.59 ROUTE : LOC CALL ORDER : 180 CONTRACT ID : R -25398-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-1136349 | |WALSH CONSTR CO. OF ILL |TSCHUOR, GALE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 808-75320 21.000 EACH| 55.00000 1155.00| 56.46000 1185.66| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0189 808-75325 18.000 EACH| 70.00000 1260.00| 73.40000 1321.20| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0190 808-96016 236.000 LFT | 1.55000 365.80| 1.69000 398.84| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0191 808-98796 250.000 LFT | 0.25000 62.50| 0.26000 65.00| LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0192 711-51038 LUMP| 125000.00000 125000.00| 140253.00000 140253.00| STRUCTURAL STEEL REPAIRS | | | SECTION TOTALS | $ 10,532,367.17| $ 13,052,654.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,532,367.17| $ 13,052,654.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,387.04 ROUTE : CALL ORDER : 190 CONTRACT ID : R -25401-A COUNTIES : JOHNSON LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C526 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 697,215.09 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 730,800.00 104.8170% 3 35-1139301 E & B PAVING, INC. $ 883,000.00 126.6467% 4 35-1151771 CALUMET ASPHALT PAVING CO $ 886,214.75 127.1077% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 984,560.00 141.2132% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1139301 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1100.00000 6600.00| 1400.00000 8400.00| 2000.00000 12000.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 23100.00000 23100.00| 10000.00000 10000.00| 29407.46000 29407.46 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 36500.00000 36500.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21100.00000 21100.00| 20000.00000 20000.00| 44000.00000 44000.00 CLEARING RIGHT OF WAY | | | 0005 202-96133 456.000 LFT | 1.25000 570.00| 4.00000 1824.00| 15.00000 6840.00 PIPE, REMOVE | | | 0006 202-99187 530.000 LFT | 3.75000 1987.50| 3.00000 1590.00| 5.00000 2650.00 FENCE, FARM FIELD, REMOVE | | | 0007 203-02000 3798.600 CYS | 10.00000 37986.00| 8.50000 32288.10| 10.00000 37986.00 EXCAVATION, COMMON | | | 0008 203-02080 2.013 MILE| 6000.00000 12078.00| 8500.00000 17110.50| 44000.00000 88572.00 LINEAR GRADING | | | 0009 205-02224 300.000 LFT | 2.50000 750.00| 2.50000 750.00| 2.50000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 104.000 LFT | 3.50000 364.00| 8.00000 832.00| 3.25000 338.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 211-02060 96.500 CYS | 13.25000 1278.63| 20.00000 1930.00| 20.00000 1930.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 14153.800 TON | 8.00000 113230.40| 11.00000 155691.80| 9.00000 127384.20 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,387.04 ROUTE : CALL ORDER : 190 CONTRACT ID : R -25401-A COUNTIES : JOHNSON LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1139301 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 305-06459 55.600 SYS | 73.50000 4086.60| 49.50000 2752.20| 80.00000 4448.00 CEMENT CONCRETE | | | 0014 402-05474 5172.000 TON | 33.50000 173262.00| 33.00000 170676.00| 37.00000 191364.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 4162.300 TON | 39.50000 164410.85| 38.00000 158167.40| 43.00000 178978.90 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 405-05517 59.400 TON | 275.00000 16335.00| 300.00000 17820.00| 310.00000 18414.00 ASPHALT FOR PRIME COAT | | | 0017 406-05520 15.300 TON | 132.00000 2019.60| 180.00000 2754.00| 165.00000 2524.50 ASPHALT FOR TACK COAT | | | 0018 601-01115 276.000 LFT | 29.00000 8004.00| 27.50000 7590.00| 27.50000 7590.00 GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | | SPACING | | | 0019 601-06037 16.000 EACH| 590.00000 9440.00| 560.00000 8960.00| 560.00000 8960.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 600.000 LFT | 11.25000 6750.00| 10.70000 6420.00| 10.70000 6420.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 601-99106 400.000 LFT | 18.50000 7400.00| 17.50000 7000.00| 17.50000 7000.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0022 615-06496 154.000 EACH| 34.50000 5313.00| 27.50000 4235.00| 30.00000 4620.00 PARKING BARRIER | | | 0023 616-02320 177.000 SYS | 1.00000 177.00| 1.00000 177.00| 1.00000 177.00 GEOTEXTILES | | | 0024 616-06405 88.500 TON | 18.50000 1637.25| 80.00000 7080.00| 50.00000 4425.00 RIPRAP, REVETMENT | | | 0026 715-05119 154.000 LFT | 10.50000 1617.00| 21.50000 3311.00| 32.00000 4928.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0027 715-05125 60.000 LFT | 16.00000 960.00| 38.00000 2280.00| 40.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0028 715-05237 54.000 LFT | 20.00000 1080.00| 31.00000 1674.00| 45.00000 2430.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0029 715-05361 230.200 LFT | 11.50000 2647.30| 20.00000 4604.00| 30.00000 6906.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0030 715-05595 8.000 LFT | 20.50000 164.00| 100.00000 800.00| 46.00000 368.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0031 715-05756 20.000 LFT | 11.00000 220.00| 80.00000 1600.00| 26.00000 520.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0032 715-46000 2.000 EACH| 65.00000 130.00| 225.00000 450.00| 475.00000 950.00 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,387.04 ROUTE : CALL ORDER : 190 CONTRACT ID : R -25401-A COUNTIES : JOHNSON LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1139301 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-46005 7.000 EACH| 80.00000 560.00| 245.00000 1715.00| 405.00000 2835.00 PIPE END SECTION, 15 IN. | | | 0034 715-46030 2.000 EACH| 224.00000 448.00| 400.00000 800.00| 625.00000 1250.00 PIPE END SECTION, 30 IN. | | | 0035 715-46045 12.000 EACH| 82.00000 984.00| 250.00000 3000.00| 405.00000 4860.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0036 715-46095 2.000 EACH| 280.00000 560.00| 450.00000 900.00| 350.00000 700.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0037 801-06640 48.000 EACH| 90.00000 4320.00| 73.50000 3528.00| 70.00000 3360.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 11200.00000 11200.00| 10449.68000 10449.68| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0039 802-03832 2.000 EACH| 136.50000 273.00| 135.00000 270.00| 130.00000 260.00 SIGNS, RAILROAD CROSSINGS | | | 0040 802-03896 63.000 EACH| 3.25000 204.75| 40.00000 2520.00| 25.00000 1575.00 BOLLARD , REMOVE | | | 0041 802-76055 19.000 LFT | 7.00000 133.00| 6.80000 129.20| 4.00000 76.00 SIGN POST, A | | | 0042 802-96915 LUMP| 136.50000 136.50| 140.00000 140.00| 130.00000 130.00 SIGN, RELOCATE | | | 0043 802-99060 9.000 EACH| 40.50000 364.50| 39.00000 351.00| 37.00000 333.00 SIGN AND SUPPORT, WOOD POST, REMOVE AND | | | RELOCATE | | | 0044 804-76420 2.000 EACH| 96.00000 192.00| 100.00000 200.00| 92.00000 184.00 MARKER TYPE 3, (W59 L) WITH POST | | | 0045 804-76425 2.000 EACH| 96.00000 192.00| 100.00000 200.00| 92.00000 184.00 MARKER TYPE 3, (W59 R) WITH POST | | | 0046 808-06706 54.000 LFT | 6.50000 351.00| 3.40000 183.60| 3.10000 167.40 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0047 808-06713 3186.000 LFT | 0.45000 1433.70| 0.10000 318.60| 0.08000 254.88 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-75056 1700.000 LFT | 1.60000 2720.00| 0.20000 340.00| 0.16000 272.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 8 IN. | | | 0049 808-75340 2.000 EACH| 370.00000 740.00| 400.00000 800.00| 375.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0050 808-97222 17.000 EACH| 105.00000 1785.00| 60.00000 1020.00| 55.00000 935.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,387.04 ROUTE : CALL ORDER : 190 CONTRACT ID : R -25401-A COUNTIES : JOHNSON LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 |(3) 35-1139301 |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-06559 29684.300 SYS | 0.35000 10389.51| 0.26000 7717.92| 0.34000 10092.66 MULCHED SEEDING, R | | | 0052 621-01004 2.000 EACH| 265.00000 530.00| 475.00000 950.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 697,215.09| $ 730,800.00| $ 883,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 697,215.09| $ 730,800.00| $ 883,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,387.04 ROUTE : CALL ORDER : 190 CONTRACT ID : R -25401-A COUNTIES : JOHNSON LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-0918397 | |CALUMET ASPHALT PAVING CO |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 105-06790 6.000 MOS | 1944.89000 11669.34| 1860.00000 11160.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 30652.11000 30652.11| 31000.00000 31000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 44000.00000 44000.00| 32863.71000 32863.71| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8800.00000 8800.00| 85000.00000 85000.00| CLEARING RIGHT OF WAY | | | 0005 202-96133 456.000 LFT | 16.67000 7601.52| 5.50000 2508.00| PIPE, REMOVE | | | 0006 202-99187 530.000 LFT | 2.84000 1505.20| 3.70000 1961.00| FENCE, FARM FIELD, REMOVE | | | 0007 203-02000 3798.600 CYS | 30.01000 113995.99| 35.00000 132951.00| EXCAVATION, COMMON | | | 0008 203-02080 2.013 MILE| 6769.54000 13627.08| 7800.00000 15701.40| LINEAR GRADING | | | 0009 205-02224 300.000 LFT | 2.54000 762.00| 2.60000 780.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 104.000 LFT | 3.37000 350.48| 3.40000 353.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 211-02060 96.500 CYS | 15.00000 1447.50| 21.00000 2026.50| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 14153.800 TON | 11.55000 163476.39| 12.00000 169845.60| COMPACTED AGGREGATE, O, 53 | | | 0013 305-06459 55.600 SYS | 57.54000 3199.22| 74.00000 4114.40| CEMENT CONCRETE | | | 0014 402-05474 5172.000 TON | 35.58000 184019.76| 37.00000 191364.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 4162.300 TON | 41.05000 170862.42| 46.00000 191465.80| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 405-05517 59.400 TON | 317.09000 18835.15| 260.00000 15444.00| ASPHALT FOR PRIME COAT | | | 0017 406-05520 15.300 TON | 198.38000 3035.21| 180.00000 2754.00| ASPHALT FOR TACK COAT | | | 0018 601-01115 276.000 LFT | 28.48000 7860.48| 28.90000 7976.40| GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,387.04 ROUTE : CALL ORDER : 190 CONTRACT ID : R -25401-A COUNTIES : JOHNSON LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-0918397 | |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-06037 16.000 EACH| 579.91000 9278.56| 588.00000 9408.00| GUARDRAIL END TREATMENT, I | | | 0020 601-99105 600.000 LFT | 11.08000 6648.00| 11.25000 6750.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0021 601-99106 400.000 LFT | 18.12000 7248.00| 18.40000 7360.00| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0022 615-06496 154.000 EACH| 28.08000 4324.32| 30.00000 4620.00| PARKING BARRIER | | | 0023 616-02320 177.000 SYS | 0.91000 161.07| 6.40000 1132.80| GEOTEXTILES | | | 0024 616-06405 88.500 TON | 46.54000 4118.79| 42.00000 3717.00| RIPRAP, REVETMENT | | | 0026 715-05119 154.000 LFT | 43.41000 6685.14| 14.00000 2156.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0027 715-05125 60.000 LFT | 41.67000 2500.20| 20.00000 1200.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0028 715-05237 54.000 LFT | 48.17000 2601.18| 24.00000 1296.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0029 715-05361 230.200 LFT | 29.29000 6742.56| 14.00000 3222.80| PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0030 715-05595 8.000 LFT | 307.13000 2457.04| 33.00000 264.00| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0031 715-05756 20.000 LFT | 43.26000 865.20| 27.00000 540.00| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0032 715-46000 2.000 EACH| 199.54000 399.08| 230.00000 460.00| PIPE END SECTION, 12 IN. | | | 0033 715-46005 7.000 EACH| 250.22000 1751.54| 245.00000 1715.00| PIPE END SECTION, 15 IN. | | | 0034 715-46030 2.000 EACH| 357.39000 714.78| 390.00000 780.00| PIPE END SECTION, 30 IN. | | | 0035 715-46045 12.000 EACH| 279.86000 3358.32| 245.00000 2940.00| PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0036 715-46095 2.000 EACH| 418.43000 836.86| 445.00000 890.00| PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0037 801-06640 48.000 EACH| 72.49000 3479.52| 73.00000 3504.00| CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 20430.45000 20430.45| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0039 802-03832 2.000 EACH| 134.62000 269.24| 136.00000 272.00| SIGNS, RAILROAD CROSSINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 884,387.04 ROUTE : CALL ORDER : 190 CONTRACT ID : R -25401-A COUNTIES : JOHNSON LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-0918397 | |CALUMET ASPHALT PAVING CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 802-03896 63.000 EACH| 20.43000 1287.09| 13.00000 819.00| BOLLARD , REMOVE | | | 0041 802-76055 19.000 LFT | 6.73000 127.87| 6.80000 129.20| SIGN POST, A | | | 0042 802-96915 LUMP| 134.62000 134.62| 135.00000 135.00| SIGN, RELOCATE | | | 0043 802-99060 9.000 EACH| 38.32000 344.88| 39.00000 351.00| SIGN AND SUPPORT, WOOD POST, REMOVE AND | | | RELOCATE | | | 0044 804-76420 2.000 EACH| 95.27000 190.54| 97.00000 194.00| MARKER TYPE 3, (W59 L) WITH POST | | | 0045 804-76425 2.000 EACH| 95.27000 190.54| 97.00000 194.00| MARKER TYPE 3, (W59 R) WITH POST | | | 0046 808-06706 54.000 LFT | 3.21000 173.34| 3.25000 175.50| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0047 808-06713 3186.000 LFT | 0.08000 254.88| 0.08000 254.88| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-75056 1700.000 LFT | 0.17000 289.00| 0.17000 289.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 8 IN. | | | 0049 808-75340 2.000 EACH| 388.34000 776.68| 394.00000 788.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0050 808-97222 17.000 EACH| 56.96000 968.32| 57.75000 981.75| PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0051 621-06559 29684.300 SYS | 0.35000 10389.51| 0.85000 25231.66| MULCHED SEEDING, R | | | 0052 621-01004 2.000 EACH| 258.89000 517.78| 260.00000 520.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 886,214.75| $ 984,560.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 886,214.75| $ 984,560.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/23/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B480004 B480004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 5,364,357.66 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,569,112.17 103.8169% 3 99-9996111 HUNT PAVING/E & B PAVING JV $ 5,798,386.70 108.0909% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPAIR AND REHABILITATION | | | 0001 105-01925 10.000 MOS | 1900.00000 19000.00| 2500.00000 25000.00| 1200.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 88000.00000 88000.00| 100000.00000 100000.00| 106000.00000 106000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 240000.00000 240000.00| 280000.00000 280000.00| 289000.00000 289000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 83000.00000 83000.00| 100000.00000 100000.00| 115000.00000 115000.00 CLEARING RIGHT OF WAY | | | 0005 202-01405 38.500 m3 | 40.00000 1540.00| 100.00000 3850.00| 120.00000 4620.00 CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0006 202-02240 10629.100 m2 | 8.20000 87158.62| 5.59000 59416.67| 17.50000 186009.25 PAVEMENT, REMOVE | | | 0007 202-02241 567.700 m | 6.40000 3633.28| 6.44000 3655.99| 6.25000 3548.13 GUARDRAIL, REMOVE | | | 0008 202-02273 1518.500 m2 | 20.00000 30370.00| 25.69000 39010.27| 15.00000 22777.50 CENTER CURB, CONCRETE, REMOVE | | | 0009 202-02274 10053.000 m | 12.00000 120636.00| 10.62000 106762.86| 5.50000 55291.50 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0010 202-02278 61.300 m | 14.00000 858.20| 12.97000 795.06| 5.50000 337.15 CURB, CONCRETE, REMOVE | | | 0011 202-04421 10.000 EACH| 770.00000 7700.00| 986.38000 9863.80| 525.00000 5250.00 SEWER OBSTRUCTION, REMOVE | | | 0012 202-05571 3.000 EACH| 440.00000 1320.00| 51.55000 154.65| 250.00000 750.00 TESTING FOR WASTES , HYDROCARBONS | | | 0013 202-60820 1734.400 m2 | 6.80000 11793.92| 4.85000 8411.84| 7.00000 12140.80 SURFACE MILLING, ASPHALT | | | 0014 202-74050 2.000 EACH| 300.00000 600.00| 303.19000 606.38| 294.10000 588.20 SIGN, OVERHEAD, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02000 7713.500 m3 | 24.00000 185124.00| 22.90000 176639.15| 34.00000 262259.00 EXCAVATION, COMMON | | | 0017 205-02234 4.000 EACH| 62.00000 248.00| 62.00000 248.00| 60.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 89.000 EACH| 52.00000 4628.00| 52.00000 4628.00| 50.00000 4450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 138.000 EACH| 31.00000 4278.00| 30.00000 4140.00| 30.00000 4140.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 211-02060 4267.600 m3 | 17.00000 72549.20| 19.00000 81084.40| 32.00000 136563.20 B BORROW FOR STRUCTURE BACKFILL | | | 0021 303-52308 2845.500 Mg | 23.00000 65446.50| 28.52000 81153.66| 27.50000 78251.25 COMPACTED AGGREGATE, O, 53 | | | 0022 304-06464 323.300 m3 | 51.00000 16488.30| 51.26000 16572.36| 42.00000 13578.60 SUBBASE FOR PCCP | | | 0023 305-05205 41.200 Mg | 71.00000 2925.20| 80.00000 3296.00| 160.00000 6592.00 HMA FOR PATCHING, TEMPORARY | | | 0024 305-60400 27.200 Mg | 73.00000 1985.60| 60.00000 1632.00| 110.00000 2992.00 COMPACTED AGGREGATE FOR PATCHING | | | 0025 305-92470 1137.800 m2 | 130.00000 147914.00| 55.04000 62624.51| 80.00000 91024.00 PORTLAND CEMENT CONCRETE FOR PAVEMENT | | | PATCHING | | | 0026 311-06465 32218.700 m2 | 0.76000 24486.21| 0.50000 16109.35| 1.15000 37051.51 PCCP CRACKING AND SEATING | | | 0027 401-05437 10453.300 Mg | 34.00000 355412.20| 34.00000 355412.20| 40.00000 418132.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0028 401-05455 30025.000 Mg | 32.00000 960800.00| 30.00000 900750.00| 34.00000 1020850.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0029 401-05456 7361.000 Mg | 41.00000 301801.00| 51.00000 375411.00| 50.00000 368050.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0030 401-06264 LUMP| 5100.00000 5100.00| 2500.00000 2500.00| 7000.00000 7000.00 PROFILOGRAPH, HMA | | | 0031 402-05468 387.000 Mg | 78.00000 30186.00| 72.00000 27864.00| 45.00000 17415.00 HMA BASE 25.0 mm, MAINLINE | | | 0032 402-05474 1391.200 Mg | 39.00000 54256.80| 44.00000 61212.80| 42.00000 58430.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0033 405-05517 35.400 Mg | 410.00000 14514.00| 280.00000 9912.00| 275.00000 9735.00 ASPHALT FOR PRIME COAT | | | 0034 406-05520 60.900 Mg | 190.00000 11571.00| 170.00000 10353.00| 175.00000 10657.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 502-06329 872.100 m2 | 55.00000 47965.50| 77.18000 67308.68| 48.00000 41860.80 PCCP, 300 mm | | | 0037 503-03489 41.000 EACH| 18.00000 738.00| 51.07000 2093.87| 10.00000 410.00 RETROFITTED TIE BARS | | | 0038 503-05240 158.600 m | 34.00000 5392.40| 31.71000 5029.21| 28.00000 4440.80 D-1 CONTRACTION JOINT | | | 0039 601-94689 4.000 EACH| 2100.00000 8400.00| 2060.00000 8240.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0040 601-99105 497.205 m | 30.00000 14916.15| 30.00000 14916.15| 28.80000 14319.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0041 601-99123 3.000 EACH| 1800.00000 5400.00| 1768.00000 5304.00| 1715.00000 5145.00 GUARDRAIL TRANSITION, GP | | | 0042 601-99132 2.000 EACH| 52.00000 104.00| 51.00000 102.00| 50.00000 100.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0043 604-06069 450.500 m2 | 40.00000 18020.00| 17.00000 7658.50| 55.00000 24777.50 CURB RAMP, CONCRETE | | | 0044 604-44251 0.750 m3 | 1100.00000 825.00| 920.00000 690.00| 1500.00000 1125.00 STEPS, CONCRETE | | | 0045 604-91531 2820.600 m2 | 25.00000 70515.00| 28.57000 80584.54| 32.00000 90259.20 SIDEWALK, CONCRETE, 100 mm | | | 0046 605-06090 203.800 m | 40.00000 8152.00| 26.03000 5304.91| 55.00000 11209.00 CURB, INTEGRAL, CONCRETE | | | 0047 605-06120 327.200 m | 44.00000 14396.80| 74.92000 24513.82| 58.00000 18977.60 CURB, CONCRETE | | | 0048 605-06140 5496.600 m | 40.00000 219864.00| 38.59000 212113.79| 45.00000 247347.00 CURB AND GUTTER, CONCRETE | | | 0050 610-05527 2720.800 Mg | 51.00000 138760.80| 51.00000 138760.80| 65.00000 176852.00 HMA FOR APPROACHES | | | 0052 611-05330 5856.900 m2 | 38.00000 222562.20| 47.39000 277558.49| 33.00000 193277.70 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0053 611-06497 51.000 EACH| 180.00000 9180.00| 177.31000 9042.81| 172.00000 8772.00 MAILBOX ASSEMBLY, SINGLE | | | 0054 615-06527 5.000 EACH| 390.00000 1950.00| 386.59000 1932.95| 375.00000 1875.00 MONUMENT, SECTION CORNER | | | 0055 621-01004 2.000 EACH| 750.00000 1500.00| 747.41000 1494.82| 725.00000 1450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 0.290 Mg | 1000.00000 290.00| 1050.00000 304.50| 1016.00000 294.64 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 621-06554 52.400 kg | 13.00000 681.20| 12.68000 664.43| 12.30000 644.52 SEED MIXTURE, U | | | 0058 621-06565 1.400 Mg | 800.00000 1120.00| 800.00000 1120.00| 776.00000 1086.40 MULCHING MATERIAL | | | 0059 621-06567 232.700 kL | 0.55000 127.99| 0.55000 127.99| 0.53000 123.33 WATER | | | 0060 621-06575 12849.500 m2 | 3.00000 38548.50| 3.03000 38933.99| 2.94000 37777.53 SODDING, NURSERY | | | 0061 715-05024 88.600 m | 170.00000 15062.00| 147.87000 13101.28| 210.00000 18606.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0062 715-05048 621.000 m | 8.30000 5154.30| 8.35000 5185.35| 17.00000 10557.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0063 715-05053 41.700 m | 32.00000 1334.40| 31.70000 1321.89| 31.00000 1292.70 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0064 715-05149 1028.700 m | 110.00000 113157.00| 94.54000 97253.30| 87.00000 89496.90 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0065 715-05151 25.900 m | 140.00000 3626.00| 122.40000 3170.16| 97.00000 2512.30 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0066 715-05152 192.200 m | 110.00000 21142.00| 96.15000 18480.03| 98.00000 18835.60 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0067 715-05154 334.000 m | 120.00000 40080.00| 110.53000 36917.02| 100.00000 33400.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0068 715-05156 64.100 m | 170.00000 10897.00| 135.17000 8664.40| 175.00000 11217.50 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0069 715-05157 58.500 m | 210.00000 12285.00| 199.21000 11653.79| 176.00000 10296.00 PIPE, TYPE 2, CIRCULAR, 825 mm | | | 0070 715-05161 66.700 m | 260.00000 17342.00| 229.65000 15317.66| 255.00000 17008.50 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0071 715-05163 32.900 m | 490.00000 16121.00| 327.25000 10766.53| 450.00000 14805.00 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0072 715-05168 17.200 m | 110.00000 1892.00| 82.70000 1422.44| 98.00000 1685.60 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0073 715-05422 11.400 m | 310.00000 3534.00| 185.23000 2111.62| 200.00000 2280.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0074 715-06675 238.400 m | 340.00000 81056.00| 534.28000 127372.35| 375.00000 89400.00 PIPE LINER , 300 mm, RESIN IMPREGNATED | | | 0075 715-06675 19.500 m | 750.00000 14625.00| 571.81000 11150.30| 475.00000 9262.50 PIPE LINER , 375 mm, RESIN IMPREGNATED | | | 0076 715-06675 171.000 m | 510.00000 87210.00| 574.95000 98316.45| 285.00000 48735.00 PIPE LINER , 600 mm, RESIN IMPREGNATED | | | 0077 718-06528 5.000 EACH| 690.00000 3450.00| 536.07000 2680.35| 300.00000 1500.00 OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 718-06532 621.000 m | 3.00000 1863.00| 3.40000 2111.40| 3.00000 1863.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0079 718-52610 130.400 m3 | 38.00000 4955.20| 38.40000 5007.36| 50.00000 6520.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 1533.900 m2 | 1.70000 2607.63| 1.65000 2530.94| 1.50000 2300.85 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-44025 59.000 EACH| 370.00000 21830.00| 417.93000 24657.87| 350.00000 20650.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0082 720-44055 99.000 EACH| 850.00000 84150.00| 564.74000 55909.26| 475.00000 47025.00 CASTING, 10, FURNISH AND ADJUST TO GRADE| | | 0083 720-44070 3.000 EACH| 950.00000 2850.00| 571.07000 1713.21| 500.00000 1500.00 CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0084 720-44296 20.000 EACH| 440.00000 8800.00| 309.15000 6183.00| 435.00000 8700.00 CAP INLET | | | 0085 720-45030 31.000 EACH| 1100.00000 34100.00| 1082.11000 33545.41| 800.00000 24800.00 INLET, E7 | | | 0086 720-45035 4.000 EACH| 1100.00000 4400.00| 1071.56000 4286.24| 800.00000 3200.00 INLET, F7 | | | 0087 720-45045 8.000 EACH| 1500.00000 12000.00| 1008.30000 8066.40| 975.00000 7800.00 INLET, J10 | | | 0088 720-45055 6.000 EACH| 1500.00000 9000.00| 1259.56000 7557.36| 975.00000 5850.00 INLET, M10 | | | 0089 720-45235 3.000 EACH| 1300.00000 3900.00| 1103.24000 3309.72| 815.00000 2445.00 CATCH BASIN, E7 | | | 0090 720-45250 6.000 EACH| 1600.00000 9600.00| 1336.66000 8019.96| 1100.00000 6600.00 CATCH BASIN, K10 | | | 0091 720-45410 9.000 EACH| 2200.00000 19800.00| 1525.52000 13729.68| 1385.00000 12465.00 MANHOLE, C4 | | | 0092 720-45415 1.000 EACH| 4400.00000 4400.00| 3283.02000 3283.02| 3115.00000 3115.00 MANHOLE, D4 | | | 0093 720-92025 1.000 EACH| 4500.00000 4500.00| 3413.99000 3413.99| 2600.00000 2600.00 MANHOLE, D2 | | | 0094 720-92557 2.000 EACH| 1600.00000 3200.00| 1265.90000 2531.80| 1000.00000 2000.00 INLET, M13 | | | 0095 720-95422 1.000 EACH| 3400.00000 3400.00| 2010.33000 2010.33| 1850.00000 1850.00 MANHOLE, J4 | | | 0096 720-98687 4.000 EACH| 1600.00000 6400.00| 1357.78000 5431.12| 1085.00000 4340.00 CATCH BASIN, M10 | | | 0097 720-99416 6.000 EACH| 2000.00000 12000.00| 1814.05000 10884.30| 1550.00000 9300.00 CATCH BASIN, B15 | | | 0098 720-99417 1.000 EACH| 2000.00000 2000.00| 1865.81000 1865.81| 1550.00000 1550.00 CATCH BASIN, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-01093 9.000 EACH| 1300.00000 11700.00| 670.09000 6030.81| 650.00000 5850.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0100 801-06201 2.520 m2 | 300.00000 756.00| 300.20000 756.50| 297.00000 748.44 TEMPORARY PANEL SIGNS | | | 0101 801-06207 33422.900 m | 2.80000 93584.12| 1.75000 58490.08| 2.72000 90910.29 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0102 801-06211 93.000 EACH| 59.00000 5487.00| 107.21000 9970.53| 57.00000 5301.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0103 801-06212 69.000 EACH| 79.00000 5451.00| 113.40000 7824.60| 77.00000 5313.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0104 801-06218 372.400 m | 18.00000 6703.20| 20.10000 7485.24| 17.70000 6591.48 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0105 801-06605 35.000 EACH| 110.00000 3850.00| 108.24000 3788.40| 109.00000 3815.00 BARRICADE, IIIA | | | 0106 801-06625 24.000 EACH| 67.00000 1608.00| 92.78000 2226.72| 65.00000 1560.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0107 801-06640 70.000 EACH| 100.00000 7000.00| 97.94000 6855.80| 99.50000 6965.00 CONSTRUCTION SIGN, A | | | 0108 801-06710 540.000 DAY | 15.00000 8100.00| 15.46000 8348.40| 15.60000 8424.00 FLASHING ARROW SIGN | | | 0109 801-06775 LUMP| 97000.00000 97000.00| 153827.40000 153827.40| 225000.00000 225000.00 MAINTAINING TRAFFIC | | | 0110 801-94295 105.000 EACH| 250.00000 26250.00| 246.65000 25898.25| 239.26000 25122.30 SIGNAL HEAD, RELOCATE | | | 0111 802-02293 32.600 m3 | 560.00000 18256.00| 553.50000 18044.10| 536.91000 17503.27 CONCRETE, SIGN FOUNDATION | | | 0112 802-05701 109.000 m | 26.00000 2834.00| 26.04000 2838.36| 25.26000 2753.34 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-76015 31.629 m2 | 260.00000 8223.54| 252.94000 8000.24| 245.35000 7760.18 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0114 802-76025 12.330 m2 | 150.00000 1849.50| 149.60000 1844.57| 145.12000 1789.33 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0115 802-76035 36.585 m2 | 160.00000 5853.60| 163.85000 5994.45| 158.92000 5814.09 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 803-02310 214.700 kg | 2.50000 536.75| 2.49000 534.60| 2.42000 519.57 REINFORCING STEEL, SIGN FOUNDATION | | | 0117 803-76125 7.000 EACH| 2000.00000 14000.00| 1925.83000 13480.81| 1868.11000 13076.77 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0118 805-01815 13.000 EACH| 1300.00000 16900.00| 1361.31000 17697.03| 1320.51000 17166.63 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0119 805-01842 29.000 EACH| 610.00000 17690.00| 603.70000 17507.30| 585.60000 16982.40 HANDHOLE, SIGNAL | | | 0120 805-02152 6.000 EACH| 370.00000 2220.00| 368.36000 2210.16| 357.32000 2143.92 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0121 805-02328 8407.700 m | 1.10000 9248.47| 1.13000 9500.70| 1.10000 9248.47 SIGNAL CABLE, 1C 14GA. | | | 0122 805-02373 2582.800 m | 7.50000 19371.00| 7.53000 19448.48| 7.30000 18854.44 INTERCONNECT CABLE, FIBER OPTIC | | | 0123 805-03174 LUMP| 5000.00000 5000.00| 5049.42000 5049.42| 4898.07000 4898.07 SYSTEM MASTER AND RELATED EQUIPMENT | | | 0124 805-03979 23.000 EACH| 1100.00000 25300.00| 1085.10000 24957.30| 1052.58000 24209.34 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0125 805-03980 23.000 EACH| 270.00000 6210.00| 272.63000 6270.49| 264.46000 6082.58 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0126 805-03985 1752.100 m | 4.10000 7183.61| 4.16000 7288.74| 4.04000 7078.48 DETECTOR CABLE 3C 20GA. | | | 0127 805-06592 3560.800 m | 28.00000 99702.40| 28.64000 101981.31| 27.78000 98919.02 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0128 805-78109 3.000 EACH| 11000.00000 33000.00| 11793.69000 35381.07| 11440.19000 34320.57 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0129 805-78205 14.000 EACH| 370.00000 5180.00| 374.03000 5236.42| 362.82000 5079.48 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0130 805-78215 2.000 EACH| 370.00000 740.00| 374.03000 748.06| 362.82000 725.64 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0131 805-78230 19.000 EACH| 630.00000 11970.00| 631.66000 12001.54| 612.73000 11641.87 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0132 805-78415 13.000 EACH| 1200.00000 15600.00| 1230.08000 15991.04| 1193.21000 15511.73 SPAN, CATENARY, AND TETHER | | | 0133 805-78420 13.000 EACH| 200.00000 2600.00| 195.58000 2542.54| 189.72000 2466.36 DISCONNECT HANGER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 805-78445 3.000 EACH| 420.00000 1260.00| 420.69000 1262.07| 408.08000 1224.24 SIGNAL SERVICE | | | 0135 805-78465 27.000 m | 4.10000 110.70| 4.10000 110.70| 3.98000 107.46 SIGNAL CABLE, 2C 8GA. | | | 0136 805-78485 687.700 m | 2.90000 1994.33| 2.86000 1966.82| 2.77000 1904.93 SIGNAL CABLE, 5C 14GA. | | | 0137 805-78490 747.900 m | 3.20000 2393.28| 3.20000 2393.28| 3.10000 2318.49 SIGNAL CABLE, 7C 14GA. | | | 0138 805-78500 758.000 m | 3.80000 2880.40| 3.76000 2850.08| 3.65000 2766.70 SIGNAL CABLE, 11C 14GA. | | | 0139 805-78510 10426.000 m | 2.50000 26065.00| 2.52000 26273.52| 2.44000 25439.44 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0140 805-78784 50.000 EACH| 150.00000 7500.00| 154.32000 7716.00| 149.69000 7484.50 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0141 805-78785 50.000 EACH| 570.00000 28500.00| 563.82000 28191.00| 546.92000 27346.00 SIGNAL DETECTOR HOUSING | | | 0142 805-78795 2363.200 m | 20.00000 47264.00| 19.95000 47145.84| 19.35000 45727.92 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0143 805-78925 3.000 EACH| 890.00000 2670.00| 889.88000 2669.64| 863.21000 2589.63 CONTROLLER CABINET FOUNDATION, P1 | | | 0144 805-81032 13.000 EACH| 2600.00000 33800.00| 2528.08000 32865.04| 2452.30000 31879.90 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0145 805-96014 292.500 m | 9.80000 2866.50| 142.88000 41792.40| 13.21000 3863.93 SAW CUT, FULL DEPTH | | | 0146 805-96121 6.000 EACH| 110.00000 660.00| 107.93000 647.58| 104.69000 628.14 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0147 808-01045 85.300 m | 3.40000 290.02| 0.98000 83.59| 3.25000 277.23 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0148 808-06701 1982.500 m | 0.77000 1526.53| 0.95000 1883.38| 0.75000 1486.88 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0149 808-06703 2580.800 m | 0.77000 1987.22| 0.95000 2451.76| 0.75000 1935.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0150 808-75043 358.700 m | 2.60000 932.62| 1.42000 509.35| 2.50000 896.75 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0151 808-75051 160.000 m | 3.10000 496.00| 3.48000 556.80| 3.00000 480.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0152 808-75053 37.000 m | 6.20000 229.40| 6.97000 257.89| 6.00000 222.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 196 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,538,591.97 ROUTE : CITY CALL ORDER : 196 CONTRACT ID : R -25492-A COUNTIES : MARION LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 99-9996111 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |HUNT PAVING/E & B PAVING JV LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 808-75059 398.400 m | 3.10000 1235.04| 3.51000 1398.38| 3.00000 1195.20 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0154 808-75240 1067.500 m | 0.77000 821.98| 0.98000 1046.15| 0.75000 800.63 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0155 808-75245 7501.100 m | 0.77000 5775.85| 0.95000 7126.05| 0.75000 5625.83 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0156 808-75297 463.400 m | 8.80000 4077.92| 9.79000 4536.69| 8.50000 3938.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0157 808-75320 83.000 EACH| 41.00000 3403.00| 42.27000 3508.41| 40.00000 3320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0158 808-75325 66.000 EACH| 52.00000 3432.00| 54.64000 3606.24| 50.00000 3300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0159 808-75326 16.900 m | 12.00000 202.80| 10.45000 176.61| 12.00000 202.80 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 300 mm | | | 0160 808-75998 430.000 EACH| 23.00000 9890.00| 22.94000 9864.20| 22.00000 9460.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0161 808-98796 107.500 m | 3.40000 365.50| 0.98000 105.35| 3.25000 349.38 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0162 605-06275 1306.000 m2 | 65.00000 84890.00| 157.03000 205081.18| 70.00000 91420.00 CENTER CURB, D, CONCRETE, MODIFIED | | | 0163 801-06469 229.400 m | 6.20000 1422.28| 5.15000 1181.41| 8.00000 1835.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | SECTION TOTALS | $ 5,364,357.66| $ 5,569,112.17| $ 5,798,386.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,364,357.66| $ 5,569,112.17| $ 5,798,386.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 36,239.21 ROUTE : SR 236 CALL ORDER : 200 CONTRACT ID : R -25630-A COUNTIES : MADISON LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : A23000E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 19,850.00 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 24,522.55 123.5392% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 24,670.00 124.2821% 4 35-1991044 JOHNSON COMPANY, INC. $ 26,569.75 133.8526% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1128289 |(3) 35-2070195 |YARDBERRY LANDSCAPE |BEATY CONSTRUCTION, INC. |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0002 202-03000 LUMP| 8500.00000 8500.00| 12072.80000 12072.80| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0003 621-01004 1.000 EACH| 700.00000 700.00| 750.00000 750.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.450 Mg | 400.00000 180.00| 500.00000 225.00| 350.00000 157.50 FERTILIZER | | | 0005 621-06553 95.000 kg | 6.00000 570.00| 6.05000 574.75| 5.00000 475.00 SEED MIXTURE, R | | | 0006 621-06565 2.250 Mg | 400.00000 900.00| 400.00000 900.00| 150.00000 337.50 MULCHING MATERIAL | | | SECTION TOTALS | $ 19,850.00| $ 24,522.55| $ 24,670.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,850.00| $ 24,522.55| $ 24,670.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 36,239.21 ROUTE : SR 236 CALL ORDER : 200 CONTRACT ID : R -25630-A COUNTIES : MADISON LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1991044 | | |JOHNSON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 15094.00000 15094.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0002 202-03000 LUMP| 9850.00000 9850.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 5 | | | 0003 621-01004 1.000 EACH| 1000.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0004 621-06545 0.450 Mg | 210.00000 94.50| | FERTILIZER | | | 0005 621-06553 95.000 kg | 5.00000 475.00| | SEED MIXTURE, R | | | 0006 621-06565 2.250 Mg | 25.00000 56.25| | MULCHING MATERIAL | | | SECTION TOTALS | $ 26,569.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 26,569.75| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,833.86 ROUTE : SR 48 CALL ORDER : 210 CONTRACT ID : R -25632-A COUNTIES : DEARBORN LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 501500G SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO $ 16,583.80 100.0000% 2 35-1991044 JOHNSON COMPANY, INC. $ 19,967.25 120.4021% 3 35-1568035 HOLMAN EXCAVATING $ 21,870.04 131.8759% 4 35-1817574 YARDBERRY LANDSCAPE $ 21,905.00 132.0867% 5 35-1155478 MILLER, ROY A. & SON, INC. $ 32,205.00 194.1955% 6 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 39,643.50 239.0495% 7 35-1357381 O'MARA, DAVE CONTRACTOR $ 46,508.50 280.4453% 8 35-1917625 MILESTONE CONTRACTORS, L.P. $ 63,324.99 381.8484% ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1991044 |(3) 35-1568035 |MCALISTER EXCAVATING CO |JOHNSON COMPANY, INC. |HOLMAN EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0002 202-03000 LUMP| 4500.00000 4500.00| 3200.00000 3200.00| 6500.00000 6500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 82 | | | 0003 202-03000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 10000.00000 10000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 83 | | | 0004 621-01004 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 0.910 Mg | 180.00000 163.80| 225.00000 204.75| 900.00000 819.00 FERTILIZER | | | 0006 621-06554 190.000 kg | 3.00000 570.00| 5.00000 950.00| 2.90000 551.00 SEED MIXTURE, U | | | 0007 621-06565 4.500 Mg | 300.00000 1350.00| 25.00000 112.50| 111.12000 500.04 MULCHING MATERIAL | | | SECTION TOTALS | $ 16,583.80| $ 19,967.25| $ 21,870.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,583.80| $ 19,967.25| $ 21,870.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,833.86 ROUTE : SR 48 CALL ORDER : 210 CONTRACT ID : R -25632-A COUNTIES : DEARBORN LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 |(5) 35-1155478 |(6) 35-2070195 |YARDBERRY LANDSCAPE |MILLER, ROY A. & SON, INC. |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 4500.00000 4500.00| 8100.00000 8100.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0002 202-03000 LUMP| 3500.00000 3500.00| 6100.00000 6100.00| 11000.00000 11000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 82 | | | 0003 202-03000 LUMP| 10000.00000 10000.00| 14500.00000 14500.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 83 | | | 0004 621-01004 1.000 EACH| 700.00000 700.00| 750.00000 750.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 0.910 Mg | 500.00000 455.00| 500.00000 455.00| 350.00000 318.50 FERTILIZER | | | 0006 621-06554 190.000 kg | 5.00000 950.00| 5.00000 950.00| 5.00000 950.00 SEED MIXTURE, U | | | 0007 621-06565 4.500 Mg | 400.00000 1800.00| 300.00000 1350.00| 150.00000 675.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 21,905.00| $ 32,205.00| $ 39,643.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,905.00| $ 32,205.00| $ 39,643.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 37,833.86 ROUTE : SR 48 CALL ORDER : 210 CONTRACT ID : R -25632-A COUNTIES : DEARBORN LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 |(8) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS AND FOUNDATIONS | | | 0001 202-03000 LUMP| 14191.00000 14191.00| 11348.39000 11348.39| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 51 | | | 0002 202-03000 LUMP| 13490.00000 13490.00| 11837.00000 11837.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 82 | | | 0003 202-03000 LUMP| 13490.00000 13490.00| 33909.00000 33909.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 83 | | | 0004 621-01004 1.000 EACH| 500.00000 500.00| 794.00000 794.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0005 621-06545 0.910 Mg | 500.00000 455.00| 760.00000 691.60| FERTILIZER | | | 0006 621-06554 190.000 kg | 13.00000 2470.00| 11.00000 2090.00| SEED MIXTURE, U | | | 0007 621-06565 4.500 Mg | 425.00000 1912.50| 590.00000 2655.00| MULCHING MATERIAL | | | SECTION TOTALS | $ 46,508.50| $ 63,324.99| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 46,508.50| $ 63,324.99| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 185 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : L090001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 3,293,970.28 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,595,925.59 109.1669% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 4,367,747.62 132.5982% 4 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 4,700,912.56 142.7126% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-01925 30.000 MOS | 1500.00000 45000.00| 1725.00000 51750.00| 1448.37000 43451.10 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 110000.00000 110000.00| 77995.00000 77995.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 153000.00000 153000.00| 179472.00000 179472.00| 205997.52000 205997.52 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 90000.00000 90000.00| 71573.00000 71573.00| 237199.37000 237199.37 CLEARING RIGHT OF WAY | | | 0005 202-02241 617.000 m | 6.75000 4164.75| 7.25000 4473.25| 6.55000 4041.35 GUARDRAIL, REMOVE | | | 0006 202-02272 231.000 m | 11.00000 2541.00| 18.00000 4158.00| 23.46000 5419.26 PAVED SIDE DITCH, REMOVE | | | 0007 202-60820 516.000 m2 | 5.25000 2709.00| 6.95000 3586.20| 8.82000 4551.12 SURFACE MILLING, ASPHALT | | | 0008 202-74025 305.000 m | 8.25000 2516.25| 9.00000 2745.00| 8.52000 2598.60 FENCE, REMOVE | | | 0009 202-74035 27.000 EACH| 33.00000 891.00| 35.00000 945.00| 20.70000 558.90 SIGN, REMOVE | | | 0010 203-02000 19263.000 m3 | 9.00000 173367.00| 12.50000 240787.50| 19.98000 384874.74 EXCAVATION, COMMON | | | 0011 203-02045 10086.600 m3 | 5.00000 50433.00| 5.95000 60015.27| 17.46000 176112.04 EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 34443.000 m3 | 0.01000 344.43| 5.50000 189436.50| 12.97000 446725.71 BORROW | | | 0013 204-02290 4.000 EACH| 750.00000 3000.00| 795.00000 3180.00| 418.49000 1673.96 SETTLEMENT PLATE | | | 0014 205-02224 723.000 m | 5.00000 3615.00| 5.35000 3868.05| 4.90000 3542.70 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 205-02228 612.000 m | 26.00000 15912.00| 34.00000 20808.00| 5.07000 3102.84 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0016 205-02231 14.000 m | 67.00000 938.00| 74.00000 1036.00| 55.00000 770.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02234 2.000 EACH| 61.00000 122.00| 65.00000 130.00| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 3.000 EACH| 61.00000 183.00| 65.00000 195.00| 80.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0019 205-02237 57.000 EACH| 31.00000 1767.00| 33.00000 1881.00| 30.00000 1710.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 205-04931 1.000 EACH| 500.00000 500.00| 975.00000 975.00| 1492.36000 1492.36 SEDIMENT TRAP | | | 0021 211-02060 9549.000 m3 | 12.60000 120317.40| 18.00000 171882.00| 17.07000 163001.43 B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-04075 9.000 Mg | 50.00000 450.00| 38.00000 342.00| 43.98000 395.82 COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 1564.000 Mg | 15.00000 23460.00| 17.50000 27370.00| 25.09000 39240.76 COMPACTED AGGREGATE, O, 53 | | | 0024 401-05437 10620.180 Mg | 32.00000 339845.76| 31.80000 337721.72| 34.73000 368838.85 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 4021.300 Mg | 34.00000 136724.20| 33.70000 135517.81| 37.31000 150034.70 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 2047.500 Mg | 43.00000 88042.50| 41.90000 85790.25| 41.59000 85155.53 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05470 3230.480 Mg | 42.00000 135680.16| 41.50000 134064.92| 37.91000 122467.50 HMA BASE C25.0 mm, MAINLINE | | | 0028 604-91531 689.000 m2 | 37.00000 25493.00| 31.10000 21427.90| 32.66000 22502.74 SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06150 3630.000 m | 19.00000 68970.00| 38.25000 138847.50| 36.97000 134201.10 CURB AND GUTTER, C, CONCRETE | | | 0030 611-05330 714.000 m2 | 43.00000 30702.00| 44.70000 31915.80| 42.26000 30173.64 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 615-06490 3.000 EACH| 110.00000 330.00| 115.00000 345.00| 125.00000 375.00 RIGHT OF WAY MARKER | | | 0032 615-06505 10.000 EACH| 450.00000 4500.00| 470.00000 4700.00| 350.00000 3500.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06527 2.000 EACH| 400.00000 800.00| 410.00000 820.00| 350.00000 700.00 MONUMENT, SECTION CORNER | | | 0034 616-02320 205.000 m2 | 2.10000 430.50| 4.50000 922.50| 7.49000 1535.45 GEOTEXTILES | | | 0035 616-06405 300.400 Mg | 22.00000 6608.80| 35.00000 10514.00| 59.77000 17954.91 RIPRAP, REVETMENT | | | 0036 617-04488 20040.000 m2 | 4.50000 90180.00| 2.85000 57114.00| 4.61000 92384.40 GEOGRID, SUBGRADE | | | 0037 621-01004 2.000 EACH| 475.00000 950.00| 490.00000 980.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-04156 62350.000 m2 | 1.00000 62350.00| 1.05000 65467.50| 0.94000 58609.00 SEEDING, WETLAND | | | 0039 621-06545 1.274 Mg | 950.00000 1210.30| 1010.00000 1286.74| 927.35000 1181.44 FERTILIZER | | | 0040 621-06554 234.000 kg | 12.00000 2808.00| 12.00000 2808.00| 11.16000 2611.44 SEED MIXTURE, U | | | 0041 621-06565 7.200 Mg | 800.00000 5760.00| 770.00000 5544.00| 704.00000 5068.80 MULCHING MATERIAL | | | 0042 621-06567 344.000 kL | 0.55000 189.20| 0.60000 206.40| 0.53000 182.32 WATER | | | 0043 621-06570 674.000 m3 | 30.00000 20220.00| 28.00000 18872.00| 35.16000 23697.84 TOP SOIL | | | 0044 621-06575 5840.800 m2 | 4.00000 23363.20| 4.00000 23363.20| 3.72000 21727.78 SODDING, NURSERY | | | 0045 622-05627 37.000 EACH| 600.00000 22200.00| 620.00000 22940.00| 565.00000 20905.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0046 622-05646 38.000 EACH| 500.00000 19000.00| 500.00000 19000.00| 458.00000 17404.00 PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 2400 TO 3000 mm | | | 0047 622-05651 70.000 EACH| 650.00000 45500.00| 665.00000 46550.00| 605.00000 42350.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0048 622-05652 31.000 EACH| 1100.00000 34100.00| 1135.00000 35185.00| 1038.00000 32178.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0049 702-01977 3708.000 EACH| 0.01000 37.08| 0.01000 37.08| 2.65000 9826.20 DRAIN PIPE, PERFORATED, WITH PERFORATED | | | CAP, 75 mm | | | 0050 703-51030 6050.000 kg | 1.50000 9075.00| 0.01000 60.50| 1.20000 7260.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 706-01268 15.000 m | 400.00000 6000.00| 425.00000 6375.00| 388.00000 5820.00 HANDRAIL, ALUMINUM | | | 0052 714-03437 67.200 m2 | 900.00000 60480.00| 725.00000 48720.00| 680.00000 45696.00 WINGWALL, PRECAST, REINFORCED CONCRETE ,| | | STR. NO. 1 | | | 0053 714-03437 45.700 m2 | 1350.00000 61695.00| 725.00000 33132.50| 880.00000 40216.00 WINGWALL, PRECAST, REINFORCED CONCRETE ,| | | STR. NO. 2 | | | 0054 715-05048 3381.000 m | 7.00000 23667.00| 8.95000 30259.95| 7.10000 24005.10 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05422 10.000 m | 600.00000 6000.00| 360.00000 3600.00| 366.04000 3660.40 PIPE, SLOTTED DRAIN, 300 mm | | | 0056 715-05908 15.000 m | 500.00000 7500.00| 495.00000 7425.00| 585.46000 8781.90 PIPE EXTENSION, CIRCULAR, 1500 mm | | | 0057 715-41045 1317.000 m | 65.00000 85605.00| 115.00000 151455.00| 73.30000 96536.10 PIPE, REINFORCED CONCRETE, 300 mm | | | 0058 715-41050 328.000 m | 75.00000 24600.00| 109.80000 36014.40| 87.51000 28703.28 PIPE, REINFORCED CONCRETE, III, 375 mm | | | 0059 715-41055 206.000 m | 85.00000 17510.00| 100.00000 20600.00| 101.88000 20987.28 PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0060 715-41065 193.000 m | 100.00000 19300.00| 125.00000 24125.00| 134.04000 25869.72 PIPE, REINFORCED CONCRETE, III, 600 mm | | | 0061 715-44240 116.200 m3 | 250.00000 29050.00| 0.01000 1.16| 330.00000 38346.00 CONCRETE, A, STRUCTURES | | | 0062 715-46000 6.000 EACH| 200.00000 1200.00| 265.00000 1590.00| 300.98000 1805.88 PIPE END SECTION, 300 mm | | | 0063 715-46005 1.000 EACH| 300.00000 300.00| 350.00000 350.00| 300.99000 300.99 PIPE END SECTION, 375 mm | | | 0064 715-46010 3.000 EACH| 400.00000 1200.00| 405.00000 1215.00| 300.99000 902.97 PIPE END SECTION, 450 mm | | | 0065 715-46020 1.000 EACH| 600.00000 600.00| 725.00000 725.00| 300.99000 300.99 PIPE END SECTION, 600 mm | | | 0066 715-90548 LUMP| 100000.00000 100000.00| 58000.00000 58000.00| 84803.00000 84803.00 STORMWATER LIFT STATION | | | 0067 716-03933 24.000 m | 200.00000 4800.00| 0.01000 0.24| 93.40000 2241.60 PIPE, JACKED, STEEL, 75 mm | | | 0068 718-94889 808.000 m3 | 30.00000 24240.00| 46.00000 37168.00| 42.50000 34340.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0069 718-99153 9962.000 m2 | 1.50000 14943.00| 1.20000 11954.40| 1.10000 10958.20 GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-44000 2.000 EACH| 250.00000 500.00| 380.00000 760.00| 532.00000 1064.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 720-45030 7.000 EACH| 800.00000 5600.00| 1235.00000 8645.00| 2002.83000 14019.81 INLET, E7 | | | 0072 720-45045 25.000 EACH| 1200.00000 30000.00| 1450.00000 36250.00| 2224.17000 55604.25 INLET, J10 | | | 0073 720-45055 21.000 EACH| 1300.00000 27300.00| 1450.00000 30450.00| 2337.68000 49091.28 INLET, M10 | | | 0074 720-45075 4.000 EACH| 1600.00000 6400.00| 1510.00000 6040.00| 2337.68000 9350.72 INLET, R13 | | | 0075 720-45250 2.000 EACH| 1700.00000 3400.00| 1505.00000 3010.00| 2294.35000 4588.70 CATCH BASIN, K10 | | | 0076 720-45270 1.000 EACH| 700.00000 700.00| 945.00000 945.00| 2067.34000 2067.34 PIPE CATCH BASIN, 450 mm | | | 0077 720-45410 27.000 EACH| 1500.00000 40500.00| 1985.00000 53595.00| 2280.93000 61585.11 MANHOLE, C4 | | | 0078 720-45605 1.000 m | 1800.00000 1800.00| 1665.00000 1665.00| 1301.59000 1301.59 MANHOLE, RECONSTRUCT STRUCTURE | | | 0079 720-98174 5.000 EACH| 1600.00000 8000.00| 1880.00000 9400.00| 2713.40000 13567.00 INLET, B15 | | | 0080 720-98555 3.000 EACH| 1600.00000 4800.00| 1880.00000 5640.00| 2713.41000 8140.23 INLET, C15 | | | 0081 723-04733 24.500 m | 5500.00000 134750.00| 4000.00000 98000.00| 3420.00000 83790.00 STRUCTURE, PRECAST THREE-SIDED, 3658 mm | | | X 2743 mm, STR. NO. 2 | | | 0082 723-04733 24.500 m | 5200.00000 127400.00| 4100.00000 100450.00| 3240.00000 79380.00 STRUCTURE, PRECAST THREE-SIDED, 3658mm | | | X 2743 mm, STR. NO. 1 | | | 0083 801-06606 6.000 EACH| 260.00000 1560.00| 274.00000 1644.00| 250.00000 1500.00 BARRICADE, IIIB | | | 0084 801-06640 25.000 EACH| 200.00000 5000.00| 214.00000 5350.00| 195.00000 4875.00 CONSTRUCTION SIGN, A | | | 0085 801-06645 22.000 EACH| 41.00000 902.00| 44.00000 968.00| 40.00000 880.00 CONSTRUCTION SIGN, B | | | 0086 801-06775 LUMP| 60000.00000 60000.00| 55000.00000 55000.00| 18137.35000 18137.35 MAINTAINING TRAFFIC | | | 0088 802-76035 5.670 m2 | 165.00000 935.55| 175.00000 992.25| 121.00000 686.07 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0089 805-01815 2.000 EACH| 60.00000 120.00| 1920.00000 3840.00| 1750.00000 3500.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0090 805-01836 1270.000 m | 3.30000 4191.00| 3.30000 4191.00| 3.00000 3810.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 805-01842 2.000 EACH| 710.00000 1420.00| 715.00000 1430.00| 650.00000 1300.00 HANDHOLE, SIGNAL | | | 0092 805-02151 2.000 EACH| 600.00000 1200.00| 605.00000 1210.00| 550.00000 1100.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0093 805-02440 756.000 m | 1.10000 831.60| 1.15000 869.40| 1.00000 756.00 SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0094 805-06592 48.000 m | 38.00000 1824.00| 38.00000 1824.00| 35.00000 1680.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0096 805-78370 2.000 EACH| 110.00000 220.00| 110.00000 220.00| 100.00000 200.00 PEDESTRIAN PUSH BUTTON | | | 0097 805-78415 4.000 EACH| 1800.00000 7200.00| 1810.00000 7240.00| 1650.00000 6600.00 SPAN, CATENARY, AND TETHER | | | 0098 805-78420 4.000 EACH| 330.00000 1320.00| 330.00000 1320.00| 300.00000 1200.00 DISCONNECT HANGER | | | 0099 805-78480 146.000 m | 3.40000 496.40| 3.45000 503.70| 3.10000 452.60 SIGNAL CABLE, 3C 14GA. | | | 0100 805-78485 205.000 m | 3.60000 738.00| 3.60000 738.00| 3.30000 676.50 SIGNAL CABLE, 5C 14GA. | | | 0101 805-78490 212.000 m | 4.00000 848.00| 4.00000 848.00| 3.60000 763.20 SIGNAL CABLE, 7C 14GA. | | | 0102 805-78785 4.000 EACH| 380.00000 1520.00| 385.00000 1540.00| 350.00000 1400.00 SIGNAL DETECTOR HOUSING | | | 0103 805-78795 126.000 m | 38.00000 4788.00| 37.00000 4662.00| 34.00000 4284.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0104 805-81032 2.000 EACH| 3100.00000 6200.00| 3125.00000 6250.00| 2850.00000 5700.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0105 805-94295 6.000 EACH| 240.00000 1440.00| 240.00000 1440.00| 220.00000 1320.00 SIGNAL HEAD, RELOCATE | | | 0106 807-04744 LUMP| 10500.00000 10500.00| 9995.00000 9995.00| 9680.00000 9680.00 LIGHTING , UNDERPASS | | | 0108 808-06703 162.000 m | 0.80000 129.60| 0.80000 129.60| 0.75000 121.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-75245 3314.000 m | 0.80000 2651.20| 0.80000 2651.20| 0.75000 2485.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75297 80.000 m | 8.10000 648.00| 8.80000 704.00| 8.00000 640.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0111 808-75300 193.000 m | 2.10000 405.30| 2.20000 424.60| 2.00000 386.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 808-75320 30.000 EACH| 50.00000 1500.00| 54.00000 1620.00| 49.00000 1470.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0113 808-75325 28.000 EACH| 69.00000 1932.00| 75.00000 2100.00| 68.00000 1904.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0114 805-78230 2.000 EACH| 781.00000 1562.00| 790.00000 1580.00| 720.00000 1440.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0115 805-04148 1.000 EACH| 1500.00000 1500.00| 1470.00000 1470.00| 1340.00000 1340.00 STRAIN POLE, RELOCATE | | | 0116 801-06539 LUMP| 3500.00000 3500.00| 3510.00000 3510.00| 3200.00000 3200.00 TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0117 801-02617 1.000 EACH| 1100.00000 1100.00| 1090.00000 1090.00| 995.00000 995.00 TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0118 801-02595 2.000 EACH| 480.00000 960.00| 475.00000 950.00| 435.00000 870.00 CONTROLLER, RESET TIMING | | | 0119 405-05517 44.600 Mg | 320.00000 14272.00| 290.00000 12934.00| 308.00000 13736.80 ASPHALT FOR PRIME COAT | | | 0120 406-05520 30.300 Mg | 190.00000 5757.00| 280.00000 8484.00| 182.00000 5514.60 ASPHALT FOR TACK COAT | | | 0121 305-05206 500.000 Mg | 75.00000 37500.00| 52.00000 26000.00| 48.58000 24290.00 WIDENING WITH HMA | | | 0122 610-05527 445.300 Mg | 63.00000 28053.90| 62.00000 27608.60| 60.48000 26931.74 HMA FOR APPROACHES | | | 0123 402-05477 395.500 Mg | 53.00000 20961.50| 52.00000 20566.00| 93.87000 37125.59 HMA SURFACE 9.5 mm, MAINLINE | | | 0124 402-05474 553.700 Mg | 43.00000 23809.10| 42.00000 23255.40| 72.29000 40026.97 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0125 802-76025 6.800 m2 | 165.00000 1122.00| 175.00000 1190.00| 171.00000 1162.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0126 802-05701 48.000 m | 30.00000 1440.00| 31.25000 1500.00| 27.80000 1334.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0127 808-75240 1052.000 m | 0.80000 841.60| 0.80000 841.60| 0.75000 789.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0128 211-02050 11000.000 m3 | 14.00000 154000.00| 17.50000 192500.00| 17.46000 192060.00 B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1917625 |(3) 35-0918397 |ATLAS EXCAVATING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 202-02250 4.000 EACH| 350.00000 1400.00| 50.00000 200.00| 635.00000 2540.00 TREE, 250 mm, REMOVE | | | 0130 202-02255 1.000 EACH| 530.00000 530.00| 75.00000 75.00| 661.00000 661.00 TREE, 460 mm, REMOVE | | | 0131 712-04131 LUMP| 15000.00000 15000.00| 4300.00000 4300.00| 2851.34000 2851.34 STRUCTURE , DRAINAGE CONTROL | | | SECTION TOTALS | $ 3,293,970.28| $ 3,595,925.59| $ 4,367,747.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,293,970.28| $ 3,595,925.59| $ 4,367,747.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE 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 105-01925 30.000 MOS | 1597.79000 47933.70| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 45167.20000 45167.20| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 230000.00000 230000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 94000.00000 94000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 617.000 m | 7.40000 4565.80| | GUARDRAIL, REMOVE | | | 0006 202-02272 231.000 m | 7.00000 1617.00| | PAVED SIDE DITCH, REMOVE | | | 0007 202-60820 516.000 m2 | 7.81000 4029.96| | SURFACE MILLING, ASPHALT | | | 0008 202-74025 305.000 m | 10.60000 3233.00| | FENCE, REMOVE | | | 0009 202-74035 27.000 EACH| 20.33000 548.91| | SIGN, REMOVE | | | 0010 203-02000 19263.000 m3 | 17.51000 337295.13| | EXCAVATION, COMMON | | | 0011 203-02045 10086.600 m3 | 8.61000 86845.63| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0012 203-02070 34443.000 m3 | 23.80000 819743.40| | BORROW | | | 0013 204-02290 4.000 EACH| 2405.15000 9620.60| | SETTLEMENT PLATE | | | 0014 205-02224 723.000 m | 5.53000 3998.19| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 205-02228 612.000 m | 49.68000 30404.16| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | SLOPE DRAIN | | | 0016 205-02231 14.000 m | 24.84000 347.76| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0017 205-02234 2.000 EACH| 67.75000 135.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 205-02236 3.000 EACH| 67.75000 203.25| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02237 57.000 EACH| 33.88000 1931.16| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0020 205-04931 1.000 EACH| 3274.62000 3274.62| | SEDIMENT TRAP | | | 0021 211-02060 9549.000 m3 | 19.94000 190407.06| | B BORROW FOR STRUCTURE BACKFILL | | | 0022 303-04075 9.000 Mg | 18.22000 163.98| | COMPACTED AGGREGATE, O, 73 | | | 0023 303-52308 1564.000 Mg | 17.52000 27401.28| | COMPACTED AGGREGATE, O, 53 | | | 0024 401-05437 10620.180 Mg | 35.91000 381370.66| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 4021.300 Mg | 38.05000 153010.47| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 2047.500 Mg | 47.31000 96867.23| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05470 3230.480 Mg | 46.86000 151380.29| | HMA BASE C25.0 mm, MAINLINE | | | 0028 604-91531 689.000 m2 | 29.36000 20229.04| | SIDEWALK, CONCRETE, 100 mm | | | 0029 605-06150 3630.000 m | 39.01000 141606.30| | CURB AND GUTTER, C, CONCRETE | | | 0030 611-05330 714.000 m2 | 48.55000 34664.70| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0031 615-06490 3.000 EACH| 141.15000 423.45| | RIGHT OF WAY MARKER | | | 0032 615-06505 10.000 EACH| 395.21000 3952.10| | MONUMENT, B | | | 0033 615-06527 2.000 EACH| 395.21000 790.42| | MONUMENT, SECTION CORNER | | | 0034 616-02320 205.000 m2 | 3.60000 738.00| | GEOTEXTILES | | | 0035 616-06405 300.400 Mg | 26.65000 8005.66| | RIPRAP, REVETMENT | | | 0036 617-04488 20040.000 m2 | 3.37000 67534.80| | GEOGRID, SUBGRADE | | | 0037 621-01004 2.000 EACH| 508.13000 1016.26| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-04156 62350.000 m2 | 1.06000 66091.00| | SEEDING, WETLAND | | | 0039 621-06545 1.274 Mg | 1042.23000 1327.80| | FERTILIZER | | | 0040 621-06554 234.000 kg | 12.60000 2948.40| | SEED MIXTURE, U | | | 0041 621-06565 7.200 Mg | 794.94000 5723.57| | MULCHING MATERIAL | | | 0042 621-06567 344.000 kL | 0.60000 206.40| | WATER | | | 0043 621-06570 674.000 m3 | 26.77000 18042.98| | TOP SOIL | | | 0044 621-06575 5840.800 m2 | 4.20000 24531.36| | SODDING, NURSERY | | | 0045 622-05627 37.000 EACH| 637.99000 23605.63| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 2400 mm | | | 0046 622-05646 38.000 EACH| 517.16000 19652.08| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 2400 TO 3000 mm | | | 0047 622-05651 70.000 EACH| 683.15000 47820.50| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm | | | 0048 622-05652 31.000 EACH| 1172.09000 36334.79| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0049 702-01977 3708.000 EACH| 0.55000 2039.40| | DRAIN PIPE, PERFORATED, WITH PERFORATED | | | CAP, 75 mm | | | 0050 703-51030 6050.000 kg | 1.52000 9196.00| | REINFORCING STEEL | | | 0051 706-01268 15.000 m | 438.12000 6571.80| | HANDRAIL, ALUMINUM | | | 0052 714-03437 67.200 m2 | 793.52000 53324.54| | WINGWALL, PRECAST, REINFORCED CONCRETE ,| | | STR. NO. 1 | | | 0053 714-03437 45.700 m2 | 1068.01000 48808.06| | WINGWALL, PRECAST, REINFORCED CONCRETE ,| | | STR. NO. 2 | | | 0054 715-05048 3381.000 m | 8.92000 30158.52| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05422 10.000 m | 208.90000 2089.00| | PIPE, SLOTTED DRAIN, 300 mm | | | 0056 715-05908 15.000 m | 588.75000 8831.25| | PIPE EXTENSION, CIRCULAR, 1500 mm | | | 0057 715-41045 1317.000 m | 75.58000 99538.86| | PIPE, REINFORCED CONCRETE, 300 mm | | | 0058 715-41050 328.000 m | 102.76000 33705.28| | PIPE, REINFORCED CONCRETE, III, 375 mm | | | 0059 715-41055 206.000 m | 108.75000 22402.50| | PIPE, REINFORCED CONCRETE, III, 450 mm | | | 0060 715-41065 193.000 m | 160.79000 31032.47| | PIPE, REINFORCED CONCRETE, III, 600 mm | | | 0061 715-44240 116.200 m3 | 639.03000 74255.29| | CONCRETE, A, STRUCTURES | | | 0062 715-46000 6.000 EACH| 401.54000 2409.24| | PIPE END SECTION, 300 mm | | | 0063 715-46005 1.000 EACH| 445.46000 445.46| | PIPE END SECTION, 375 mm | | | 0064 715-46010 3.000 EACH| 534.55000 1603.65| | PIPE END SECTION, 450 mm | | | 0065 715-46020 1.000 EACH| 622.18000 622.18| | PIPE END SECTION, 600 mm | | | 0066 715-90548 LUMP| 140791.29000 140791.29| | STORMWATER LIFT STATION | | | 0067 716-03933 24.000 m | 112.92000 2710.08| | PIPE, JACKED, STEEL, 75 mm | | | 0068 718-94889 808.000 m3 | 39.52000 31932.16| | AGGREGATE FOR UNDERDRAINS, 8 | | | 0069 718-99153 9962.000 m2 | 1.81000 18031.22| | GEOTEXTILES FOR UNDERDRAIN | | | 0070 720-44000 2.000 EACH| 311.65000 623.30| | CASTING, ADJUST TO GRADE | | | 0071 720-45030 7.000 EACH| 1066.01000 7462.07| | INLET, E7 | | | 0072 720-45045 25.000 EACH| 1232.31000 30807.75| | INLET, J10 | | | 0073 720-45055 21.000 EACH| 1294.92000 27193.32| | INLET, M10 | | | 0074 720-45075 4.000 EACH| 1513.64000 6054.56| | INLET, R13 | | | 0075 720-45250 2.000 EACH| 1867.26000 3734.52| | CATCH BASIN, K10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 720-45270 1.000 EACH| 1174.53000 1174.53| | PIPE CATCH BASIN, 450 mm | | | 0077 720-45410 27.000 EACH| 2348.71000 63415.17| | MANHOLE, C4 | | | 0078 720-45605 1.000 m | 991.42000 991.42| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0079 720-98174 5.000 EACH| 1618.00000 8090.00| | INLET, B15 | | | 0080 720-98555 3.000 EACH| 1727.11000 5181.33| | INLET, C15 | | | 0081 723-04733 24.500 m | 3977.48000 97448.26| | STRUCTURE, PRECAST THREE-SIDED, 3658 mm | | | X 2743 mm, STR. NO. 2 | | | 0082 723-04733 24.500 m | 3793.13000 92931.69| | STRUCTURE, PRECAST THREE-SIDED, 3658mm | | | X 2743 mm, STR. NO. 1 | | | 0083 801-06606 6.000 EACH| 282.30000 1693.80| | BARRICADE, IIIB | | | 0084 801-06640 25.000 EACH| 220.19000 5504.75| | CONSTRUCTION SIGN, A | | | 0085 801-06645 22.000 EACH| 45.17000 993.74| | CONSTRUCTION SIGN, B | | | 0086 801-06775 LUMP| 55376.12000 55376.12| | MAINTAINING TRAFFIC | | | 0088 802-76035 5.670 m2 | 180.63000 1024.17| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0089 805-01815 2.000 EACH| 1976.07000 3952.14| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0090 805-01836 1270.000 m | 3.39000 4305.30| | SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0091 805-01842 2.000 EACH| 733.97000 1467.94| | HANDHOLE, SIGNAL | | | 0092 805-02151 2.000 EACH| 621.05000 1242.10| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0093 805-02440 756.000 m | 1.13000 854.28| | SIGNAL CABLE, ROADWAY LOOP, 1C 16GA. | | | 0094 805-06592 48.000 m | 39.52000 1896.96| | CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 805-78370 2.000 EACH| 1129.18000 2258.36| | PEDESTRIAN PUSH BUTTON | | | 0097 805-78415 4.000 EACH| 1863.15000 7452.60| | SPAN, CATENARY, AND TETHER | | | 0098 805-78420 4.000 EACH| 338.75000 1355.00| | DISCONNECT HANGER | | | 0099 805-78480 146.000 m | 3.50000 511.00| | SIGNAL CABLE, 3C 14GA. | | | 0100 805-78485 205.000 m | 3.73000 764.65| | SIGNAL CABLE, 5C 14GA. | | | 0101 805-78490 212.000 m | 4.07000 862.84| | SIGNAL CABLE, 7C 14GA. | | | 0102 805-78785 4.000 EACH| 395.21000 1580.84| | SIGNAL DETECTOR HOUSING | | | 0103 805-78795 126.000 m | 38.39000 4837.14| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0104 805-81032 2.000 EACH| 3218.16000 6436.32| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0105 805-94295 6.000 EACH| 248.42000 1490.52| | SIGNAL HEAD, RELOCATE | | | 0106 807-04744 LUMP| 10930.46000 10930.46| | LIGHTING , UNDERPASS | | | 0108 808-06703 162.000 m | 0.85000 137.70| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0109 808-75245 3314.000 m | 0.85000 2816.90| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0110 808-75297 80.000 m | 9.03000 722.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0111 808-75300 193.000 m | 2.26000 436.18| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0112 808-75320 30.000 EACH| 55.33000 1659.90| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0113 808-75325 28.000 EACH| 76.78000 2149.84| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0114 805-78230 2.000 EACH| 813.01000 1626.02| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 230 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,227,614.10 ROUTE : CALL ORDER : 230 CONTRACT ID : R -25677-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1136349 | | |TSCHUOR, GALE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 805-04148 1.000 EACH| 1513.10000 1513.10| | STRAIN POLE, RELOCATE | | | 0116 801-06539 LUMP| 3613.38000 3613.38| | TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0117 801-02617 1.000 EACH| 1123.53000 1123.53| | TEMPORARY POLE, WOOD, WITH DOWN GUYS | | | AND ANCHORS | | | 0118 801-02595 2.000 EACH| 491.19000 982.38| | CONTROLLER, RESET TIMING | | | 0119 405-05517 44.600 Mg | 327.46000 14604.72| | ASPHALT FOR PRIME COAT | | | 0120 406-05520 30.300 Mg | 316.17000 9579.95| | ASPHALT FOR TACK COAT | | | 0121 305-05206 500.000 Mg | 48.55000 24275.00| | WIDENING WITH HMA | | | 0122 610-05527 445.300 Mg | 70.01000 31175.45| | HMA FOR APPROACHES | | | 0123 402-05477 395.500 Mg | 58.72000 23223.76| | HMA SURFACE 9.5 mm, MAINLINE | | | 0124 402-05474 553.700 Mg | 47.43000 26261.99| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0125 802-76025 6.800 m2 | 193.09000 1313.01| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0126 802-05701 48.000 m | 31.39000 1506.72| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0127 808-75240 1052.000 m | 0.85000 894.20| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0128 211-02050 11000.000 m3 | 18.84000 207240.00| | B BORROW | | | 0129 202-02250 4.000 EACH| 1242.10000 4968.40| | TREE, 250 mm, REMOVE | | | 0130 202-02255 1.000 EACH| 1411.48000 1411.48| | TREE, 460 mm, REMOVE | | | 0131 712-04131 LUMP| 4538.17000 4538.17| | STRUCTURE , DRAINAGE CONTROL | | | SECTION TOTALS | $ 4,700,912.56| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,700,912.56| | ====================================================================================================================================