INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0883002 4106004 0882008 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 11,072,485.49 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 11,465,271.00 103.5474% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 11,935,975.87 107.7985% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 12,325,000.00 111.3119% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 12,694,445.52 114.6485% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06845 LUMP| 178897.69000 178897.69| 175000.00000 175000.00| 185000.00000 185000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2412.67000 57904.08| 2200.00000 52800.00| 1650.00000 39600.00 FIELD OFFICE, B | | | 0003 108-01614 LUMP| 7608.57000 7608.57| 10000.00000 10000.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 553000.00000 553000.00| 612800.00000 612800.00| 596800.00000 596800.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 110000.00000 110000.00| 100000.00000 100000.00| 119350.00000 119350.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 257.000 m2 | 36.00000 9252.00| 25.00000 6425.00| 14.75000 3790.75 PAVEMENT REMOVAL | | | 0007 202-02241 730.000 m | 9.94000 7256.20| 7.70000 5621.00| 7.50000 5475.00 GUARDRAIL, REMOVE | | | 0008 202-03000 LUMP| 5283.27000 5283.27| 6700.00000 6700.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 37 | | | 0009 202-51330 LUMP| 46800.00000 46800.00| 72000.00000 72000.00| 37500.00000 37500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0010 202-51330 LUMP| 125000.00000 125000.00| 21000.00000 21000.00| 168734.00000 168734.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0011 202-60815 162.000 m | 21.06000 3411.72| 67.00000 10854.00| 70.00000 11340.00 CENTER CURB, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-74040 6.000 EACH| 435.91000 2615.46| 450.00000 2700.00| 250.00000 1500.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-78515 LUMP| 6725.58000 6725.58| 7000.00000 7000.00| 5000.00000 5000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-93974 2.000 EACH| 2487.95000 4975.90| 2600.00000 5200.00| 1750.00000 3500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0015 202-95579 2.000 EACH| 647.65000 1295.30| 670.00000 1340.00| 125.00000 250.00 SERVICE POINT, REMOVE | | | 0016 203-02000 28401.000 m3 | 10.00000 284010.00| 16.00000 454416.00| 16.50000 468616.50 EXCAVATION, COMMON | | | 0017 203-02070 63027.000 m3 | 12.50000 787837.50| 7.00000 441189.00| 7.00000 441189.00 BORROW | | | 0018 205-06930 8.400 Mg | 60.57000 508.79| 29.00000 243.60| 29.50000 247.80 SPLASHPAD, RIPRAP | | | 0019 205-06931 63.000 Mg | 56.88000 3583.44| 29.00000 1827.00| 29.50000 1858.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 30.000 EACH| 64.60000 1938.00| 52.00000 1560.00| 70.00000 2100.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 530.000 Mg | 59.72000 31651.60| 27.00000 14310.00| 27.25000 14442.50 TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 1263.000 m | 2.93000 3700.59| 4.40000 5557.20| 3.25000 4104.75 TEMPORARY SILT FENCE | | | 0023 205-06938 128.000 m | 86.38000 11056.64| 26.00000 3328.00| 25.00000 3200.00 TEMPORARY SLOPE DRAIN | | | 0024 206-51230 310.000 m3 | 31.83000 9867.30| 36.00000 11160.00| 150.00000 46500.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0025 207-07498 52121.000 m2 | 3.71000 193368.91| 4.00000 208484.00| 4.10000 213696.10 SUBGRADE TREATMENT, TYPE A | | | 0026 211-02050 6378.000 m3 | 30.00000 191340.00| 39.00000 248742.00| 26.00000 165828.00 B BORROW | | | 0027 211-07454 10536.000 m3 | 25.00000 263400.00| 31.00000 326616.00| 25.75000 271302.00 STRUCTURE BACKFILL | | | 0028 213-52830 13.600 m3 | 150.59000 2048.02| 205.00000 2788.00| 175.00000 2380.00 FLOWABLE MORTAR | | | 0029 301-07448 2620.300 Mg | 22.15000 58039.65| 26.00000 68127.80| 22.50000 58956.75 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 302-07455 189.000 m3 | 68.03000 12857.67| 36.00000 6804.00| 72.50000 13702.50 DENSE GRADED SUBBASE | | | 0031 303-01180 5453.000 Mg | 24.26000 132289.78| 20.00000 109060.00| 16.00000 87248.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 303-07449 38.900 Mg | 68.75000 2674.38| 53.00000 2061.70| 40.00000 1556.00 COMPACTED AGGREGATE, NO. 73 | | | 0033 306-08034 819.000 m2 | 7.55000 6183.45| 8.00000 6552.00| 7.50000 6142.50 MILLING, ASPHALT, 38 mm | | | 0034 401-06264 LUMP| 4564.64000 4564.64| 3000.00000 3000.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0035 401-07321 813.100 Mg | 66.55000 54111.81| 55.00000 44720.50| 65.00000 52851.50 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0036 401-07335 5212.600 Mg | 50.00000 260630.00| 60.00000 312756.00| 56.00000 291905.60 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0037 401-07390 1355.900 Mg | 48.70000 66032.33| 40.00000 54236.00| 48.00000 65083.20 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0038 401-07404 8588.300 Mg | 41.50000 356414.45| 45.00000 386473.50| 41.00000 352120.30 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0039 401-07407 3878.000 Mg | 44.85000 173928.30| 37.00000 143486.00| 44.00000 170632.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0040 401-07409 31750.800 Mg | 34.85000 1106515.38| 37.00000 1174779.60| 34.00000 1079527.20 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0041 401-07430 12028.600 Mg | 39.72000 477775.99| 41.00000 493172.60| 39.00000 469115.40 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0042 402-07433 1533.000 Mg | 36.70000 56261.10| 45.00000 68985.00| 36.00000 55188.00 HMA SURFACE, TYPE B | | | 0043 402-07440 202.000 Mg | 49.20000 9938.40| 55.00000 11110.00| 48.50000 9797.00 HMA BASE, TYPE A | | | 0044 402-07453 3290.000 Mg | 29.05000 95574.50| 40.00000 131600.00| 39.25000 129132.50 HMA FOR TEMPORARY PAVEMENT | | | 0045 406-05520 79.300 Mg | 200.00000 15860.00| 200.00000 15860.00| 205.00000 16256.50 ASPHALT FOR TACK COAT | | | 0046 601-01522 8.000 EACH| 1590.20000 12721.60| 1450.00000 11600.00| 1410.00000 11280.00 GUARDRAIL TRANSITION TYPE TGB | | | 0047 601-01626 1.000 EACH| 1689.59000 1689.59| 1150.00000 1150.00| 1135.00000 1135.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0048 601-01740 1.000 EACH| 1888.37000 1888.37| 1750.00000 1750.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0049 601-06234 2.000 EACH| 16697.12000 33394.24| 15500.00000 31000.00| 15100.00000 30200.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0050 601-06246 2.000 EACH| 36574.64000 73149.28| 35000.00000 70000.00| 33925.00000 67850.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0051 601-07023 4.000 EACH| 4273.67000 17094.68| 10000.00000 40000.00| 9800.00000 39200.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 601-94689 7.000 EACH| 2584.08000 18088.56| 1950.00000 13650.00| 1900.00000 13300.00 GUARDRAIL END TREATMENT, OS | | | 0053 601-99105 786.765 m | 43.73000 34405.23| 39.00000 30683.84| 38.10000 29975.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0054 602-01064 145.000 m | 151.56000 21976.20| 155.00000 22475.00| 255.00000 36975.00 BARRIER, CONCRETE | | | 0055 602-06639 134.000 m | 114.76000 15377.84| 90.00000 12060.00| 78.50000 10519.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0056 602-06646 1469.000 m | 40.93000 60126.17| 60.00000 88140.00| 85.50000 125599.50 TEMPORARY CONCRETE BARRIER | | | 0057 602-06729 24.000 EACH| 14.90000 357.60| 8.80000 211.20| 8.50000 204.00 BARRIER DELINEATOR | | | 0058 603-06040 1943.000 m | 12.22000 23743.46| 15.00000 29145.00| 14.55000 28270.65 FENCE, FARM FIELD, 1190 mm | | | 0059 603-06045 454.000 m | 34.39000 15613.06| 34.00000 15436.00| 33.10000 15027.40 FENCE, CHAIN LINK, 1220 mm | | | 0060 603-06065 40.000 m | 34.39000 1375.60| 64.00000 2560.00| 62.00000 2480.00 FENCE, CHAIN LINK, RESET | | | 0061 604-06069 286.000 m2 | 21.15000 6048.90| 60.00000 17160.00| 150.00000 42900.00 CURB RAMP, CONCRETE | | | 0062 604-06070 1635.000 m2 | 44.09000 72087.15| 35.00000 57225.00| 32.50000 53137.50 SIDEWALK, CONCRETE | | | 0063 605-06120 339.000 m | 78.07000 26465.73| 70.00000 23730.00| 91.00000 30849.00 CURB, CONCRETE | | | 0064 605-06140 3796.000 m | 43.10000 163607.60| 45.00000 170820.00| 44.25000 167973.00 CURB AND GUTTER, CONCRETE | | | 0065 605-06250 984.000 m2 | 84.93000 83571.12| 90.00000 88560.00| 80.00000 78720.00 CENTER CURB, C, CONCRETE | | | 0066 610-06259 1258.000 m2 | 70.18000 88286.44| 46.00000 57868.00| 70.00000 88060.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0067 610-07486 955.900 Mg | 89.10000 85170.69| 85.00000 81251.50| 92.50000 88420.75 HMA FOR APPROACHES, TYPE A | | | 0068 611-05330 4648.000 m2 | 42.92000 199492.16| 45.00000 209160.00| 58.00000 269584.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0069 611-06497 22.000 EACH| 124.23000 2733.06| 160.00000 3520.00| 156.00000 3432.00 MAILBOX ASSEMBLY, SINGLE | | | 0070 615-06490 145.000 EACH| 104.35000 15130.75| 110.00000 15950.00| 104.00000 15080.00 RIGHT OF WAY MARKER | | | 0071 615-06505 48.000 EACH| 337.92000 16220.16| 400.00000 19200.00| 385.00000 18480.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 615-06510 3.000 EACH| 238.53000 715.59| 360.00000 1080.00| 350.00000 1050.00 MONUMENT, C | | | 0073 615-06515 2.000 EACH| 99.39000 198.78| 130.00000 260.00| 125.00000 250.00 MONUMENT, D | | | 0074 615-06527 4.000 EACH| 238.53000 954.12| 360.00000 1440.00| 350.00000 1400.00 MONUMENT, SECTION CORNER | | | 0075 616-02320 2049.000 m2 | 2.88000 5901.12| 3.00000 6147.00| 2.00000 4098.00 GEOTEXTILES | | | 0076 616-05689 672.000 Mg | 42.71000 28701.12| 37.00000 24864.00| 24.00000 16128.00 RIPRAP, CLASS 2 | | | 0077 616-06405 1339.900 Mg | 22.27000 29839.57| 30.00000 40197.00| 24.00000 32157.60 RIPRAP, REVETMENT | | | 0078 621-01004 2.000 EACH| 198.77000 397.54| 410.00000 820.00| 220.00000 440.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-06545 7.700 Mg | 342.89000 2640.25| 550.00000 4235.00| 380.00000 2926.00 FERTILIZER | | | 0080 621-06548 95.000 kg | 60.62000 5758.90| 57.00000 5415.00| 65.00000 6175.00 SEED MIXTURE, CV | | | 0081 621-06553 1625.000 kg | 6.56000 10660.00| 5.70000 9262.50| 7.25000 11781.25 SEED MIXTURE, R | | | 0082 621-06557 2822.000 kg | 4.38000 12360.36| 4.50000 12699.00| 4.75000 13404.50 SEED MIXTURE, T | | | 0083 621-06565 38.500 Mg | 454.20000 17486.70| 420.00000 16170.00| 500.00000 19250.00 MULCHING MATERIAL | | | 0084 621-06567 453.000 kL | 0.55000 249.15| 1.00000 453.00| 0.60000 271.80 WATER | | | 0085 621-06574 2854.000 m2 | 2.85000 8133.90| 3.40000 9703.60| 3.50000 9989.00 SODDING | | | 0086 621-06575 22338.000 m2 | 2.85000 63663.30| 3.40000 75949.20| 3.50000 78183.00 SODDING, NURSERY | | | 0087 622-52436 2.000 EACH| 27.83000 55.66| 26.00000 52.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0088 622-91786 66.000 EACH| 7.95000 524.70| 9.80000 646.80| 8.75000 577.50 SEEDLING | | | 0089 701-01840 99.000 m | 273.79000 27105.21| 260.00000 25740.00| 380.00000 37620.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0090 701-04576 861.000 m | 98.00000 84378.00| 150.00000 129150.00| 110.00000 94710.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 701-96089 1411.000 m | 103.00000 145333.00| 130.00000 183430.00| 95.00000 134045.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0092 702-51005 136.400 m3 | 450.00000 61380.00| 670.00000 91388.00| 820.00000 111848.00 CONCRETE, A, SUBSTRUCTURE | | | 0093 702-51015 100.400 m3 | 450.00000 45180.00| 310.00000 31124.00| 300.00000 30120.00 CONCRETE, B, FOOTINGS | | | 0094 703-51030 31710.000 kg | 1.42000 45028.20| 1.45000 45979.50| 1.50000 47565.00 REINFORCING STEEL | | | 0095 703-51032 119801.000 kg | 1.61000 192879.61| 1.80000 215641.80| 1.65000 197671.65 REINFORCING STEEL, EPOXY COATED | | | 0096 703-96512 16.000 EACH| 69.53000 1112.48| 52.00000 832.00| 50.00000 800.00 BAR SPLICE | | | 0097 703-97936 26.000 EACH| 32.99000 857.74| 52.00000 1352.00| 50.00000 1300.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0098 704-05892 691.200 m3 | 450.00000 311040.00| 540.00000 373248.00| 525.00000 362880.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0099 704-51002 66.400 m3 | 250.00000 16600.00| 440.00000 29216.00| 600.00000 39840.00 CONCRETE, C, SUPERSTRUCTURE | | | 0100 706-05732 8.000 EACH| 1686.74000 13493.92| 1225.00000 9800.00| 1375.00000 11000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0101 706-51020 42.000 m3 | 735.26000 30880.92| 410.00000 17220.00| 740.00000 31080.00 CONCRETE, C, RAILING | | | 0102 709-51821 LUMP| 2872.30000 2872.30| 8800.00000 8800.00| 3560.00000 3560.00 SURFACE SEAL , STR. NO. 1 | | | 0103 709-51821 LUMP| 6728.54000 6728.54| 3300.00000 3300.00| 7850.00000 7850.00 SURFACE SEAL , STR. NO. 2 | | | 0104 711-51038 LUMP| 350000.00000 350000.00| 520000.00000 520000.00| 505000.00000 505000.00 STRUCTURAL STEEL | | | 0105 711-51070 44.000 EACH| 65.15000 2866.60| 155.00000 6820.00| 75.00000 3300.00 ANCHOR PLATE, AP 1 | | | 0106 714-26717 30.500 m | 2354.29000 71805.85| 2000.00000 61000.00| 1975.00000 60237.50 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0107 715-02397 2.000 EACH| 1171.87000 2343.74| 1400.00000 2800.00| 1425.00000 2850.00 SAFETY METAL END SECTION, 4:1, 900 mm | | | 0108 715-03475 13.000 EACH| 371.27000 4826.51| 500.00000 6500.00| 500.00000 6500.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0109 715-03584 1.000 EACH| 479.87000 479.87| 270.00000 270.00| 275.00000 275.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0110 715-05019 25.500 m | 224.46000 5723.73| 210.00000 5355.00| 205.00000 5227.50 PIPE, TYPE 1, CIRCULAR, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 715-05048 5484.400 m | 8.05000 44149.42| 9.20000 50456.48| 10.50000 57586.20 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0112 715-05053 188.200 m | 30.96000 5826.67| 59.00000 11103.80| 33.50000 6304.70 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0113 715-05119 48.800 m | 141.79000 6919.35| 82.00000 4001.60| 84.00000 4099.20 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0114 715-05149 1229.700 m | 77.22000 94957.43| 70.00000 86079.00| 70.00000 86079.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0115 715-05151 1229.000 m | 83.73000 102904.17| 82.00000 100778.00| 84.00000 103236.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0116 715-05152 559.300 m | 103.26000 57753.32| 90.00000 50337.00| 91.00000 50896.30 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0117 715-05153 182.000 m | 120.37000 21907.34| 110.00000 20020.00| 112.00000 20384.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0118 715-05156 241.100 m | 166.26000 40085.29| 160.00000 38576.00| 160.00000 38576.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0119 715-05169 134.500 m | 130.54000 17557.63| 82.00000 11029.00| 84.00000 11298.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0120 715-05327 79.900 m | 188.75000 15081.13| 165.00000 13183.50| 165.00000 13183.50 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0121 715-05371 11.500 m | 287.60000 3307.40| 320.00000 3680.00| 300.00000 3450.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0122 715-05596 26.500 m | 148.97000 3947.71| 110.00000 2915.00| 110.00000 2915.00 PIPE EXTENSION, CIRCULAR, 450 mm CMP | | | 0123 715-06004 2.000 EACH| 1644.81000 3289.62| 1100.00000 2200.00| 1150.00000 2300.00 CONCRETE ANCHOR, 1200 mm | | | 0124 715-06337 7.000 m | 278.70000 1950.90| 890.00000 6230.00| 900.00000 6300.00 PIPE EXTENSION, CIRCULAR, 1200 mm CMP | | | 0125 715-06802 4.000 EACH| 1746.54000 6986.16| 1520.00000 6080.00| 1575.00000 6300.00 CONCRETE ANCHOR, MIN. AREA 1.68 m2 1800 | | | mm x 1200 mm | | | 0126 715-07089 23.700 m | 415.00000 9835.50| 720.00000 17064.00| 720.00000 17064.00 PIPE EXTENSION, DEFORMED, MIN. AREA | | | 1.68 m2 | | | 0127 715-46000 1.000 EACH| 214.63000 214.63| 470.00000 470.00| 480.00000 480.00 PIPE END SECTION, 300 mm | | | 0128 715-46005 9.000 EACH| 224.89000 2024.01| 500.00000 4500.00| 510.00000 4590.00 PIPE END SECTION, 375 mm | | | 0129 715-46010 3.000 EACH| 247.13000 741.39| 590.00000 1770.00| 600.00000 1800.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 715-46030 1.000 EACH| 483.16000 483.16| 780.00000 780.00| 800.00000 800.00 PIPE END SECTION, 750 mm | | | 0131 715-46095 2.000 EACH| 508.33000 1016.66| 2000.00000 4000.00| 2050.00000 4100.00 PIPE END SECTION, MIN. AREA .60 m2 | | | 0132 718-06528 18.000 EACH| 586.39000 10555.02| 510.00000 9180.00| 650.00000 11700.00 OUTLET PROTECTOR, 1 | | | 0133 718-06529 12.000 EACH| 496.94000 5963.28| 510.00000 6120.00| 550.00000 6600.00 OUTLET PROTECTOR, 2 | | | 0134 718-06532 1000.000 m | 2.98000 2980.00| 3.45000 3450.00| 3.50000 3500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0135 718-52610 1053.000 m3 | 32.65000 34380.45| 38.00000 40014.00| 34.50000 36328.50 AGGREGATE FOR UNDERDRAINS | | | 0136 718-99153 10037.000 m2 | 1.44000 14453.28| 0.88000 8832.56| 1.65000 16561.05 GEOTEXTILES FOR UNDERDRAIN | | | 0137 720-44000 14.000 EACH| 686.48000 9610.72| 560.00000 7840.00| 565.00000 7910.00 CASTING, ADJUST TO GRADE | | | 0138 720-44296 1.000 EACH| 1111.99000 1111.99| 310.00000 310.00| 350.00000 350.00 CAP INLET | | | 0139 720-45045 78.000 EACH| 1240.87000 96787.86| 1050.00000 81900.00| 1100.00000 85800.00 INLET, J10 | | | 0140 720-45055 21.000 EACH| 1240.91000 26059.11| 1100.00000 23100.00| 1125.00000 23625.00 INLET, M10 | | | 0141 720-45260 29.000 EACH| 696.74000 20205.46| 920.00000 26680.00| 950.00000 27550.00 PIPE CATCH BASIN, 300 mm | | | 0142 720-45265 2.000 EACH| 890.04000 1780.08| 940.00000 1880.00| 950.00000 1900.00 PIPE CATCH BASIN, 375 mm | | | 0143 720-45270 1.000 EACH| 1036.05000 1036.05| 1100.00000 1100.00| 1100.00000 1100.00 PIPE CATCH BASIN, 450 mm | | | 0144 720-45410 68.000 EACH| 1511.41000 102775.88| 1550.00000 105400.00| 1600.00000 108800.00 MANHOLE, C4 | | | 0145 720-45605 3.700 m | 990.55000 3665.04| 720.00000 2664.00| 700.00000 2590.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0146 720-95422 6.000 EACH| 2181.52000 13089.12| 2500.00000 15000.00| 2500.00000 15000.00 MANHOLE, J4 | | | 0147 720-98174 10.000 EACH| 1716.30000 17163.00| 1060.00000 10600.00| 1100.00000 11000.00 INLET, B15 | | | 0148 720-98555 9.000 EACH| 1754.02000 15786.18| 1100.00000 9900.00| 1125.00000 10125.00 INLET, C15 | | | 0149 728-98377 LUMP| 8696.42000 8696.42| 9000.00000 9000.00| 8750.00000 8750.00 MASONRY COATING | | | 0150 731-93945 1396.000 m2 | 129.44000 180698.24| 107.00000 149372.00| 115.00000 160540.00 FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 731-93946 1396.000 m2 | 179.37000 250400.52| 134.00000 187064.00| 50.00000 69800.00 WALL ERECTION | | | 0152 731-93947 323.000 m | 52.16000 16847.68| 46.00000 14858.00| 1500.00000 484500.00 LEVELING PAD, CONCRETE | | | 0153 801-06203 12859.000 m | 0.47000 6043.73| 0.44000 5657.96| 0.45000 5786.55 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0154 801-06207 3231.000 m | 1.74000 5621.94| 2.60000 8400.60| 2.75000 8885.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0155 801-06216 201.000 m | 2.98000 598.98| 2.50000 502.50| 2.65000 532.65 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0156 801-06625 21.000 EACH| 105.36000 2212.56| 125.00000 2625.00| 130.00000 2730.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0157 801-06640 65.000 EACH| 163.99000 10659.35| 200.00000 13000.00| 210.00000 13650.00 CONSTRUCTION SIGN, A | | | 0158 801-06645 25.000 EACH| 39.76000 994.00| 52.00000 1300.00| 55.00000 1375.00 CONSTRUCTION SIGN, B | | | 0159 801-06710 60.000 DAY | 19.88000 1192.80| 21.00000 1260.00| 40.00000 2400.00 FLASHING ARROW SIGN | | | 0160 801-06775 LUMP| 194873.13000 194873.13| 180000.00000 180000.00| 420574.00000 420574.00 MAINTAINING TRAFFIC | | | 0161 801-07118 192.000 m | 23.85000 4579.20| 46.00000 8832.00| 45.00000 8640.00 BARRICADE, III-A | | | 0162 801-07119 72.000 m | 39.76000 2862.72| 46.00000 3312.00| 49.00000 3528.00 BARRICADE, III-B | | | 0163 801-53072 LUMP| 30071.43000 30071.43| 31000.00000 31000.00| 35500.00000 35500.00 TEMPORARY TRAFFIC SIGNAL | | | 0164 802-05694 1.000 EACH| 6772.68000 6772.68| 7000.00000 7000.00| 6500.00000 6500.00 OVERHEAD SIGN STRUCTURE , CABLE SPAN | | | 0165 802-05701 180.000 m | 42.99000 7738.20| 45.00000 8100.00| 38.00000 6840.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0166 802-05702 134.000 m | 37.34000 5003.56| 39.00000 5226.00| 30.00000 4020.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0167 802-05706 11.000 m | 47.45000 521.95| 49.00000 539.00| 38.00000 418.00 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0168 802-07057 83.460 m2 | 175.30000 14630.54| 180.00000 15022.80| 150.00000 12519.00 SIGN, PANEL, WITH LEGEND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 802-07058 8.000 EACH| 562.26000 4498.08| 580.00000 4640.00| 125.00000 1000.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0170 802-07059 82.000 EACH| 97.15000 7966.30| 100.00000 8200.00| 33.00000 2706.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0171 802-07060 5.000 EACH| 349.91000 1749.55| 360.00000 1800.00| 44.00000 220.00 SIGN, SHEET, RELOCATE | | | 0172 802-07135 2.000 EACH| 1978.59000 3957.18| 2050.00000 4100.00| 1650.00000 3300.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0173 802-07137 4.000 EACH| 427.69000 1710.76| 440.00000 1760.00| 300.00000 1200.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0174 802-07151 8.000 EACH| 427.69000 3421.52| 440.00000 3520.00| 390.00000 3120.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0175 802-07158 4.000 EACH| 3364.20000 13456.80| 3500.00000 14000.00| 3750.00000 15000.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0176 802-76025 12.710 m2 | 176.80000 2247.13| 180.00000 2287.80| 125.00000 1588.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0177 802-76035 71.430 m2 | 178.22000 12730.25| 180.00000 12857.40| 115.00000 8214.45 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0178 802-76045 3.460 m2 | 200.86000 694.98| 210.00000 726.60| 135.00000 467.10 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0179 802-76095 1012.240 kg | 4.20000 4251.41| 4.40000 4453.86| 5.50000 5567.32 STRUCTURAL STEEL, BREAKAWAY | | | 0180 802-76135 2.000 EACH| 10515.89000 21031.78| 11000.00000 22000.00| 10250.00000 20500.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0181 802-76140 2.000 EACH| 17350.87000 34701.74| 18000.00000 36000.00| 17425.00000 34850.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0182 802-76160 2.000 EACH| 1030.29000 2060.58| 1050.00000 2100.00| 420.00000 840.00 BRIDGE BRACKET ASSEMBLY | | | 0183 802-76175 7.800 m | 610.44000 4761.43| 630.00000 4914.00| 540.00000 4212.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0184 805-01815 16.000 EACH| 1951.26000 31220.16| 2000.00000 32000.00| 1800.00000 28800.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0185 805-01842 28.000 EACH| 797.32000 22324.96| 830.00000 23240.00| 700.00000 19600.00 HANDHOLE, SIGNAL | | | 0187 805-06592 1974.000 m | 38.21000 75426.54| 39.00000 76986.00| 37.25000 73531.50 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0188 805-78100 4.000 EACH| 8421.47000 33685.88| 8700.00000 34800.00| 8000.00000 32000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0189 805-78205 18.000 EACH| 567.05000 10206.90| 590.00000 10620.00| 450.00000 8100.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0190 805-78215 1.000 EACH| 602.03000 602.03| 620.00000 620.00| 500.00000 500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0191 805-78230 9.000 EACH| 954.68000 8592.12| 990.00000 8910.00| 875.00000 7875.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0192 805-78415 16.000 EACH| 1107.10000 17713.60| 1130.00000 18080.00| 1425.00000 22800.00 SPAN, CATENARY, AND TETHER | | | 0193 805-78420 13.000 EACH| 191.71000 2492.23| 200.00000 2600.00| 225.00000 2925.00 DISCONNECT HANGER | | | 0194 805-78445 4.000 EACH| 537.64000 2150.56| 560.00000 2240.00| 500.00000 2000.00 SIGNAL SERVICE | | | 0195 805-78467 79.000 m | 4.32000 341.28| 4.50000 355.50| 5.50000 434.50 SIGNAL CABLE, 3C 8GA. | | | 0196 805-78470 2479.000 m | 1.95000 4834.05| 2.00000 4958.00| 1.65000 4090.35 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0197 805-78485 246.000 m | 3.18000 782.28| 3.30000 811.80| 3.50000 861.00 SIGNAL CABLE, 5C 14GA. | | | 0198 805-78490 748.000 m | 3.51000 2625.48| 3.60000 2692.80| 3.70000 2767.60 SIGNAL CABLE, 7C 14GA. | | | 0199 805-78510 2477.000 m | 2.80000 6935.60| 2.90000 7183.30| 2.15000 5325.55 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0200 805-78746 55.000 m | 35.80000 1969.00| 37.00000 2035.00| 38.50000 2117.50 PREFORMED LOOP DETECTORS | | | 0201 805-78785 23.000 EACH| 811.63000 18667.49| 840.00000 19320.00| 500.00000 11500.00 SIGNAL DETECTOR HOUSING | | | 0202 805-78795 913.000 m | 28.16000 25710.08| 29.00000 26477.00| 26.00000 23738.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0203 805-78925 4.000 EACH| 931.89000 3727.56| 970.00000 3880.00| 750.00000 3000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0204 805-81060 16.000 EACH| 2838.34000 45413.44| 2900.00000 46400.00| 3100.00000 49600.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 805-86805 1.000 EACH| 2138.08000 2138.08| 2200.00000 2200.00| 1750.00000 1750.00 SERVICE POINT, I | | | 0206 805-86820 4.000 EACH| 1057.62000 4230.48| 1100.00000 4400.00| 825.00000 3300.00 CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0207 805-86889 135.000 m | 2.63000 355.05| 2.70000 364.50| 2.00000 270.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0208 805-86920 12.000 EACH| 27.21000 326.52| 28.00000 336.00| 8.50000 102.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0209 805-86930 10.000 EACH| 26.00000 260.00| 27.00000 270.00| 8.50000 85.00 INSULATING LINK, NOT WATERPROOFED | | | 0210 805-86935 10.000 EACH| 33.66000 336.60| 35.00000 350.00| 35.00000 350.00 INSULATING LINK, WATERPROOFED | | | 0211 805-92504 14.000 EACH| 145.83000 2041.62| 150.00000 2100.00| 375.00000 5250.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0212 805-92512 2.000 EACH| 1202.16000 2404.32| 1225.00000 2450.00| 575.00000 1150.00 MICROLOOP DETECTOR | | | 0213 805-98335 200.000 m | 31.76000 6352.00| 33.00000 6600.00| 19.25000 3850.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0214 805-98336 85.000 m | 32.04000 2723.40| 33.00000 2805.00| 19.25000 1636.25 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0215 807-02191 4.000 EACH| 635.41000 2541.64| 660.00000 2640.00| 600.00000 2400.00 HANDHOLE, LIGHTING | | | 0216 807-02603 4.000 EACH| 998.80000 3995.20| 1025.00000 4100.00| 400.00000 1600.00 LIGHT STANDARD, RELOCATE | | | 0218 807-78590 2.000 EACH| 784.86000 1569.72| 810.00000 1620.00| 695.00000 1390.00 HANDHOLE | | | 0219 807-82016 2.000 EACH| 595.06000 1190.12| 620.00000 1240.00| 700.00000 1400.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0220 807-86790 4.000 EACH| 447.06000 1788.24| 460.00000 1840.00| 475.00000 1900.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0221 807-86805 2.000 EACH| 2138.09000 4276.18| 2200.00000 4400.00| 1800.00000 3600.00 SERVICE POINT, I | | | 0222 807-86910 6.000 EACH| 48.96000 293.76| 51.00000 306.00| 33.00000 198.00 CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0223 807-86915 8.000 EACH| 48.96000 391.68| 51.00000 408.00| 33.00000 264.00 CONNECTOR KIT, FUSED | | | 0224 807-86950 6.000 EACH| 58.57000 351.42| 61.00000 366.00| 48.00000 288.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0225 808-01045 12.000 m | 5.97000 71.64| 12.10000 145.20| 13.00000 156.00 LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0226 808-01329 3.000 EACH| 119.27000 357.81| 76.00000 228.00| 83.00000 249.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0227 808-03002 51.000 m | 4.97000 253.47| 4.05000 206.55| 4.30000 219.30 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0228 808-03631 378.000 m | 3.73000 1409.94| 3.00000 1134.00| 3.25000 1228.50 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0229 808-03632 252.000 m | 3.73000 939.96| 3.00000 756.00| 3.25000 819.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0230 808-06701 551.000 m | 1.04000 573.04| 0.80000 440.80| 0.85000 468.35 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0231 808-06702 9.000 m | 2.98000 26.82| 5.10000 45.90| 5.50000 49.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0232 808-06703 4476.000 m | 0.97000 4341.72| 0.80000 3580.80| 0.85000 3804.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0233 808-06705 202.000 m | 2.24000 452.48| 3.30000 666.60| 3.50000 707.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0234 808-06716 3800.000 m | 0.85000 3230.00| 0.77000 2926.00| 0.85000 3230.00 LINE, REMOVE | | | 0235 808-74807 2.000 EACH| 159.02000 318.04| 140.00000 280.00| 154.00000 308.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0236 808-74808 1.000 EACH| 203.74000 203.74| 185.00000 185.00| 200.00000 200.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0237 808-75240 274.000 m | 1.09000 298.66| 0.80000 219.20| 0.85000 232.90 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0238 808-75247 6895.000 m | 0.95000 6550.25| 0.85000 5860.75| 0.90000 6205.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0239 808-75260 24.000 m | 5.72000 137.28| 4.90000 117.60| 5.25000 126.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0240 808-75272 11.000 m | 17.89000 196.79| 9.80000 107.80| 10.50000 115.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0241 808-75278 215.000 m | 4.97000 1068.55| 4.90000 1053.50| 5.25000 1128.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0242 808-75290 63.000 m | 11.93000 751.59| 9.80000 617.40| 10.50000 661.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0243 808-75297 243.000 m | 9.94000 2415.42| 9.80000 2381.40| 10.50000 2551.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0244 808-75320 40.000 EACH| 59.63000 2385.20| 58.00000 2320.00| 61.50000 2460.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0245 808-75325 27.000 EACH| 61.62000 1663.74| 90.00000 2430.00| 96.50000 2605.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0246 808-75998 298.000 EACH| 24.25000 7226.50| 21.00000 6258.00| 22.00000 6556.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0247 808-92027 1275.000 m | 1.79000 2282.25| 3.30000 4207.50| 3.50000 4462.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0248 808-98796 12.000 m | 5.97000 71.64| 12.10000 145.20| 13.25000 159.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0249 203-02801 6.000 m3 | 36.44000 218.64| 47.00000 282.00| 48.00000 288.00 BACKFILL FOR WATER MAIN , CRUSHED STONE | | | 0250 305-05205 117.000 Mg | 68.49000 8013.33| 100.00000 11700.00| 70.00000 8190.00 HMA FOR PATCHING, TEMPORARY | | | 0251 715-01336 22.000 EACH| 1126.46000 24782.12| 1400.00000 30800.00| 1445.00000 31790.00 GATE VALVE, 300 mm , WITH VALVE BOX | | | 0252 715-01902 128.000 m | 24.91000 3188.48| 87.00000 11136.00| 86.00000 11008.00 WATER SERVICE LINE, 50 mm | | | 0253 715-02743 1.000 EACH| 550.70000 550.70| 670.00000 670.00| 685.00000 685.00 GATE VALVE WITH VALVE BOX, 100 mm | | | 0254 715-02905 3.000 EACH| 9641.87000 28925.61| 8100.00000 24300.00| 8325.00000 24975.00 INSERTION VALVE, 250 mm , AND BOX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 715-06039 1.000 EACH| 6174.65000 6174.65| 4400.00000 4400.00| 4450.00000 4450.00 INSERTION VALVE, 150 mm , AND BOX | | | 0256 715-07556 LUMP| 10846.30000 10846.30| 4400.00000 4400.00| 4525.00000 4525.00 FORCE MAIN , RELOCATE, WITH CLEAN OUT | | | 0257 716-07633 93.000 m | 614.49000 57147.57| 670.00000 62310.00| 800.00000 74400.00 PIPE INSTALLATION, TRENCHLESS, 600 mm | | | 0258 732-01898 30.000 m | 103.07000 3092.10| 140.00000 4200.00| 141.00000 4230.00 WATER MAIN, DUCTILE IRON, 250 mm | | | 0259 732-02744 2.000 EACH| 428.95000 857.90| 720.00000 1440.00| 725.00000 1450.00 GATE VALVE AND BOX, 150 mm | | | 0260 732-02745 3.000 EACH| 774.03000 2322.09| 820.00000 2460.00| 825.00000 2475.00 GATE VALVE AND BOX, 200 mm | | | 0261 732-02874 14.000 EACH| 508.34000 7116.76| 580.00000 8120.00| 575.00000 8050.00 CURB STOP AND BOX , 18.75 mm | | | 0262 732-02874 3.000 EACH| 283.83000 851.49| 310.00000 930.00| 315.00000 945.00 CURB STOP AND BOX , 50 mm | | | 0263 732-02874 3.000 EACH| 219.32000 657.96| 220.00000 660.00| 225.00000 675.00 CURB STOP AND BOX , 25 mm | | | 0264 732-03053 1.000 EACH| 551.37000 551.37| 2600.00000 2600.00| 2675.00000 2675.00 METER PIT , AND BOX, DUAL | | | 0265 732-03053 17.000 EACH| 381.74000 6489.58| 1050.00000 17850.00| 1050.00000 17850.00 METER PIT , AND BOX, SINGLE | | | 0266 732-03273 1.000 EACH| 6518.40000 6518.40| 4900.00000 4900.00| 5025.00000 5025.00 HYDRA STOP , 150 mm | | | 0267 732-03273 2.000 EACH| 6518.40000 13036.80| 5500.00000 11000.00| 5600.00000 11200.00 HYDRA STOP , 250 mm | | | 0268 732-05923 65.000 m | 20.26000 1316.90| 67.00000 4355.00| 68.50000 4452.50 WATER SERVICE LINE, 25 mm | | | 0269 732-90573 173.000 m | 9.77000 1690.21| 63.00000 10899.00| 62.50000 10812.50 WATER SERVICE LINE, 18.75 mm | | | 0270 732-91738 29.000 m | 78.39000 2273.31| 88.00000 2552.00| 89.50000 2595.50 WATER MAIN, DUCTILE IRON, 150 mm | | | 0271 732-91739 184.000 m | 165.58000 30466.72| 98.00000 18032.00| 100.00000 18400.00 WATER MAIN, DUCTILE IRON, 200 mm | | | 0272 732-91742 2.000 EACH| 2160.83000 4321.66| 1600.00000 3200.00| 1675.00000 3350.00 FIRE HYDRANT | | | 0273 732-91742 13.000 EACH| 2694.58000 35029.54| 2600.00000 33800.00| 2650.00000 34450.00 FIRE HYDRANT , ASSEMBLY | | | 0274 732-91742 2.000 EACH| 1088.38000 2176.76| 910.00000 1820.00| 925.00000 1850.00 FIRE HYDRANT , REMOVE | | | 0275 732-94780 9.000 EACH| 518.55000 4666.95| 180.00000 1620.00| 185.00000 1665.00 WATER SERVICE CONNECTION , 18.75 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 |(3) 35-1128289 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0276 732-94780 3.000 EACH| 415.84000 1247.52| 200.00000 600.00| 205.00000 615.00 WATER SERVICE CONNECTION , 25 mm | | | 0277 732-94780 5.000 EACH| 997.68000 4988.40| 220.00000 1100.00| 225.00000 1125.00 WATER SERVICE CONNECTION , 50 mm | | | 0278 732-96670 1880.000 m | 113.84000 214019.20| 120.00000 225600.00| 120.00000 225600.00 WATER MAIN, DUCTILE IRON, 300 mm | | | 0279 732-97009 7.000 EACH| 1088.39000 7618.73| 1150.00000 8050.00| 1150.00000 8050.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0280 105-06657 72.000 MOS | 104.90000 7552.80| 700.00000 50400.00| 94.75000 6822.00 PHONE, CELLULAR | | | SECTION TOTALS | $ 11,072,485.49| $ 11,465,271.00| $ 11,935,975.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,072,485.49| $ 11,465,271.00| $ 11,935,975.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW | | | 0001 105-06845 LUMP| 170600.00000 170600.00| 345520.73000 345520.73| CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2000.00000 48000.00| 2098.10000 50354.40| FIELD OFFICE, B | | | 0003 108-01614 LUMP| 10000.00000 10000.00| 6600.00000 6600.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 620000.00000 620000.00| 634722.28000 634722.28| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 65000.00000 65000.00| 65000.00000 65000.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 257.000 m2 | 25.00000 6425.00| 24.65000 6335.05| PAVEMENT REMOVAL | | | 0007 202-02241 730.000 m | 7.50000 5475.00| 7.50000 5475.00| GUARDRAIL, REMOVE | | | 0008 202-03000 LUMP| 6500.00000 6500.00| 6500.00000 6500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 37 | | | 0009 202-51330 LUMP| 173234.01000 173234.01| 124533.65000 124533.65| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0010 202-51330 LUMP| 335000.00000 335000.00| 503167.74000 503167.74| PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | 0011 202-60815 162.000 m | 65.00000 10530.00| 65.00000 10530.00| CENTER CURB, REMOVE | | | 0012 202-74040 6.000 EACH| 230.00000 1380.00| 230.00000 1380.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-78515 LUMP| 4520.00000 4520.00| 4520.00000 4520.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-93974 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM, REMOVE | | | 0015 202-95579 2.000 EACH| 100.00000 200.00| 100.00000 200.00| SERVICE POINT, REMOVE | | | 0016 203-02000 28401.000 m3 | 15.88000 451007.88| 15.88000 451007.88| EXCAVATION, COMMON | | | 0017 203-02070 63027.000 m3 | 6.75000 425432.25| 6.75000 425432.25| BORROW | | | 0018 205-06930 8.400 Mg | 28.00000 235.20| 28.00000 235.20| SPLASHPAD, RIPRAP | | | 0019 205-06931 63.000 Mg | 28.00000 1764.00| 28.00000 1764.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 205-06933 30.000 EACH| 65.00000 1950.00| 111.61000 3348.30| TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06936 530.000 Mg | 26.00000 13780.00| 26.00000 13780.00| TEMPORARY SEDIMENT TRAP | | | 0022 205-06937 1263.000 m | 2.95000 3725.85| 5.43000 6858.09| TEMPORARY SILT FENCE | | | 0023 205-06938 128.000 m | 25.00000 3200.00| 25.00000 3200.00| TEMPORARY SLOPE DRAIN | | | 0024 206-51230 310.000 m3 | 40.00000 12400.00| 20.41000 6327.10| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0025 207-07498 52121.000 m2 | 4.00000 208484.00| 3.90000 203271.90| SUBGRADE TREATMENT, TYPE A | | | 0026 211-02050 6378.000 m3 | 32.00000 204096.00| 24.80000 158174.40| B BORROW | | | 0027 211-07454 10536.000 m3 | 32.00000 337152.00| 24.60000 259185.60| STRUCTURE BACKFILL | | | 0028 213-52830 13.600 m3 | 200.00000 2720.00| 113.92000 1549.31| FLOWABLE MORTAR | | | 0029 301-07448 2620.300 Mg | 22.00000 57646.60| 34.94000 91553.28| COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 302-07455 189.000 m3 | 60.00000 11340.00| 88.96000 16813.44| DENSE GRADED SUBBASE | | | 0031 303-01180 5453.000 Mg | 25.00000 136325.00| 33.48000 182566.44| COMPACTED AGGREGATE, NO. 53 | | | 0032 303-07449 38.900 Mg | 40.00000 1556.00| 43.32000 1685.15| COMPACTED AGGREGATE, NO. 73 | | | 0033 306-08034 819.000 m2 | 6.00000 4914.00| 8.00000 6552.00| MILLING, ASPHALT, 38 mm | | | 0034 401-06264 LUMP| 10553.06000 10553.06| 10553.06000 10553.06| PROFILOGRAPH, HMA | | | 0035 401-07321 813.100 Mg | 58.16000 47289.90| 58.16000 47289.90| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0036 401-07335 5212.600 Mg | 69.73000 363474.60| 69.73000 363474.60| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0037 401-07390 1355.900 Mg | 45.00000 61015.50| 45.00000 61015.50| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0038 401-07404 8588.300 Mg | 44.00000 377885.20| 44.00000 377885.20| QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0039 401-07407 3878.000 Mg | 38.00000 147364.00| 38.00000 147364.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0040 401-07409 31750.800 Mg | 35.10000 1114453.08| 35.10000 1114453.08| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 401-07430 12028.600 Mg | 36.99000 444937.91| 36.99000 444937.91| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0042 402-07433 1533.000 Mg | 40.38000 61902.54| 40.38000 61902.54| HMA SURFACE, TYPE B | | | 0043 402-07440 202.000 Mg | 58.86000 11889.72| 58.86000 11889.72| HMA BASE, TYPE A | | | 0044 402-07453 3290.000 Mg | 55.43000 182364.70| 56.85000 187036.50| HMA FOR TEMPORARY PAVEMENT | | | 0045 406-05520 79.300 Mg | 209.33000 16599.87| 209.33000 16599.87| ASPHALT FOR TACK COAT | | | 0046 601-01522 8.000 EACH| 1410.00000 11280.00| 1410.00000 11280.00| GUARDRAIL TRANSITION TYPE TGB | | | 0047 601-01626 1.000 EACH| 1135.00000 1135.00| 1135.00000 1135.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0048 601-01740 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0049 601-06234 2.000 EACH| 15100.00000 30200.00| 15100.00000 30200.00| IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0050 601-06246 2.000 EACH| 33925.00000 67850.00| 33925.00000 67850.00| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0051 601-07023 4.000 EACH| 9800.00000 39200.00| 9800.00000 39200.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0052 601-94689 7.000 EACH| 1900.00000 13300.00| 1900.00000 13300.00| GUARDRAIL END TREATMENT, OS | | | 0053 601-99105 786.765 m | 38.10000 29975.75| 38.10000 29975.75| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0054 602-01064 145.000 m | 650.00000 94250.00| 894.89000 129759.05| BARRIER, CONCRETE | | | 0055 602-06639 134.000 m | 99.00000 13266.00| 63.51000 8510.34| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0056 602-06646 1469.000 m | 90.00000 132210.00| 58.94000 86582.86| TEMPORARY CONCRETE BARRIER | | | 0057 602-06729 24.000 EACH| 8.50000 204.00| 8.50000 204.00| BARRIER DELINEATOR | | | 0058 603-06040 1943.000 m | 14.55000 28270.65| 14.55000 28270.65| FENCE, FARM FIELD, 1190 mm | | | 0059 603-06045 454.000 m | 33.10000 15027.40| 33.10000 15027.40| FENCE, CHAIN LINK, 1220 mm | | | 0060 603-06065 40.000 m | 62.00000 2480.00| 62.00000 2480.00| FENCE, CHAIN LINK, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 604-06069 286.000 m2 | 50.00000 14300.00| 52.27000 14949.22| CURB RAMP, CONCRETE | | | 0062 604-06070 1635.000 m2 | 34.00000 55590.00| 45.19000 73885.65| SIDEWALK, CONCRETE | | | 0063 605-06120 339.000 m | 50.00000 16950.00| 63.08000 21384.12| CURB, CONCRETE | | | 0064 605-06140 3796.000 m | 48.00000 182208.00| 71.01000 269553.96| CURB AND GUTTER, CONCRETE | | | 0065 605-06250 984.000 m2 | 100.00000 98400.00| 118.75000 116850.00| CENTER CURB, C, CONCRETE | | | 0066 610-06259 1258.000 m2 | 85.00000 106930.00| 78.22000 98400.76| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0067 610-07486 955.900 Mg | 85.22000 81461.80| 85.22000 81461.80| HMA FOR APPROACHES, TYPE A | | | 0068 611-05330 4648.000 m2 | 45.00000 209160.00| 64.16000 298215.68| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0069 611-06497 22.000 EACH| 156.00000 3432.00| 156.00000 3432.00| MAILBOX ASSEMBLY, SINGLE | | | 0070 615-06490 145.000 EACH| 104.00000 15080.00| 104.00000 15080.00| RIGHT OF WAY MARKER | | | 0071 615-06505 48.000 EACH| 385.00000 18480.00| 385.00000 18480.00| MONUMENT, B | | | 0072 615-06510 3.000 EACH| 350.00000 1050.00| 350.00000 1050.00| MONUMENT, C | | | 0073 615-06515 2.000 EACH| 125.00000 250.00| 125.00000 250.00| MONUMENT, D | | | 0074 615-06527 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| MONUMENT, SECTION CORNER | | | 0075 616-02320 2049.000 m2 | 1.60000 3278.40| 1.60000 3278.40| GEOTEXTILES | | | 0076 616-05689 672.000 Mg | 36.00000 24192.00| 36.00000 24192.00| RIPRAP, CLASS 2 | | | 0077 616-06405 1339.900 Mg | 23.30000 31219.67| 23.30000 31219.67| RIPRAP, REVETMENT | | | 0078 621-01004 2.000 EACH| 200.00000 400.00| 200.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0079 621-06545 7.700 Mg | 345.00000 2656.50| 345.00000 2656.50| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 621-06548 95.000 kg | 61.00000 5795.00| 61.00000 5795.00| SEED MIXTURE, CV | | | 0081 621-06553 1625.000 kg | 6.60000 10725.00| 6.60000 10725.00| SEED MIXTURE, R | | | 0082 621-06557 2822.000 kg | 4.40000 12416.80| 4.40000 12416.80| SEED MIXTURE, T | | | 0083 621-06565 38.500 Mg | 457.00000 17594.50| 457.00000 17594.50| MULCHING MATERIAL | | | 0084 621-06567 453.000 kL | 0.55000 249.15| 0.55000 249.15| WATER | | | 0085 621-06574 2854.000 m2 | 3.27000 9332.58| 3.27000 9332.58| SODDING | | | 0086 621-06575 22338.000 m2 | 3.27000 73045.26| 3.27000 73045.26| SODDING, NURSERY | | | 0087 622-52436 2.000 EACH| 28.00000 56.00| 28.00000 56.00| SIGN, DO NOT MOW OR SPRAY | | | 0088 622-91786 66.000 EACH| 8.00000 528.00| 8.00000 528.00| SEEDLING | | | 0089 701-01840 99.000 m | 170.00000 16830.00| 11.25000 1113.75| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0090 701-04576 861.000 m | 145.00000 124845.00| 68.83000 59262.63| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm | | | 0091 701-96089 1411.000 m | 115.00000 162265.00| 39.57000 55833.27| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0092 702-51005 136.400 m3 | 800.00000 109120.00| 936.84000 127784.98| CONCRETE, A, SUBSTRUCTURE | | | 0093 702-51015 100.400 m3 | 500.00000 50200.00| 333.19000 33452.28| CONCRETE, B, FOOTINGS | | | 0094 703-51030 31710.000 kg | 2.25000 71347.50| 2.65000 84031.50| REINFORCING STEEL | | | 0095 703-51032 119801.000 kg | 2.50000 299502.50| 2.71000 324660.71| REINFORCING STEEL, EPOXY COATED | | | 0096 703-96512 16.000 EACH| 60.00000 960.00| 81.45000 1303.20| BAR SPLICE | | | 0097 703-97936 26.000 EACH| 50.00000 1300.00| 35.58000 925.08| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0098 704-05892 691.200 m3 | 600.00000 414720.00| 441.24000 304985.09| CONCRETE, QC/QA, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 704-51002 66.400 m3 | 750.00000 49800.00| 814.52000 54084.13| CONCRETE, C, SUPERSTRUCTURE | | | 0100 706-05732 8.000 EACH| 1700.00000 13600.00| 2028.64000 16229.12| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0101 706-51020 42.000 m3 | 700.00000 29400.00| 1134.77000 47660.34| CONCRETE, C, RAILING | | | 0102 709-51821 LUMP| 4500.00000 4500.00| 3560.00000 3560.00| SURFACE SEAL , STR. NO. 1 | | | 0103 709-51821 LUMP| 9000.00000 9000.00| 7850.00000 7850.00| SURFACE SEAL , STR. NO. 2 | | | 0104 711-51038 LUMP| 750000.00000 750000.00| 949384.81000 949384.81| STRUCTURAL STEEL | | | 0105 711-51070 44.000 EACH| 45.00000 1980.00| 59.59000 2621.96| ANCHOR PLATE, AP 1 | | | 0106 714-26717 30.500 m | 1935.00000 59017.50| 1935.00000 59017.50| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0107 715-02397 2.000 EACH| 1375.00000 2750.00| 1375.00000 2750.00| SAFETY METAL END SECTION, 4:1, 900 mm | | | 0108 715-03475 13.000 EACH| 485.00000 6305.00| 485.00000 6305.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0109 715-03584 1.000 EACH| 260.00000 260.00| 260.00000 260.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0110 715-05019 25.500 m | 202.00000 5151.00| 202.00000 5151.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0111 715-05048 5484.400 m | 17.80000 97622.32| 8.90000 48811.16| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0112 715-05053 188.200 m | 57.00000 10727.40| 57.00000 10727.40| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0113 715-05119 48.800 m | 80.00000 3904.00| 80.00000 3904.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0114 715-05149 1229.700 m | 68.00000 83619.60| 68.00000 83619.60| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0115 715-05151 1229.000 m | 80.00000 98320.00| 80.00000 98320.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0116 715-05152 559.300 m | 87.00000 48659.10| 87.00000 48659.10| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0117 715-05153 182.000 m | 107.00000 19474.00| 107.00000 19474.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0118 715-05156 241.100 m | 153.00000 36888.30| 153.00000 36888.30| PIPE, TYPE 2, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 715-05169 134.500 m | 80.00000 10760.00| 80.00000 10760.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0120 715-05327 79.900 m | 162.00000 12943.80| 162.00000 12943.80| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0121 715-05371 11.500 m | 308.00000 3542.00| 308.00000 3542.00| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0122 715-05596 26.500 m | 107.00000 2835.50| 107.00000 2835.50| PIPE EXTENSION, CIRCULAR, 450 mm CMP | | | 0123 715-06004 2.000 EACH| 1075.00000 2150.00| 1075.00000 2150.00| CONCRETE ANCHOR, 1200 mm | | | 0124 715-06337 7.000 m | 867.00000 6069.00| 867.00000 6069.00| PIPE EXTENSION, CIRCULAR, 1200 mm CMP | | | 0125 715-06802 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| CONCRETE ANCHOR, MIN. AREA 1.68 m2 1800 | | | mm x 1200 mm | | | 0126 715-07089 23.700 m | 695.00000 16471.50| 695.00000 16471.50| PIPE EXTENSION, DEFORMED, MIN. AREA | | | 1.68 m2 | | | 0127 715-46000 1.000 EACH| 455.00000 455.00| 455.00000 455.00| PIPE END SECTION, 300 mm | | | 0128 715-46005 9.000 EACH| 485.00000 4365.00| 485.00000 4365.00| PIPE END SECTION, 375 mm | | | 0129 715-46010 3.000 EACH| 575.00000 1725.00| 575.00000 1725.00| PIPE END SECTION, 450 mm | | | 0130 715-46030 1.000 EACH| 760.00000 760.00| 760.00000 760.00| PIPE END SECTION, 750 mm | | | 0131 715-46095 2.000 EACH| 1935.00000 3870.00| 1935.00000 3870.00| PIPE END SECTION, MIN. AREA .60 m2 | | | 0132 718-06528 18.000 EACH| 500.00000 9000.00| 500.00000 9000.00| OUTLET PROTECTOR, 1 | | | 0133 718-06529 12.000 EACH| 500.00000 6000.00| 500.00000 6000.00| OUTLET PROTECTOR, 2 | | | 0134 718-06532 1000.000 m | 3.40000 3400.00| 3.40000 3400.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0135 718-52610 1053.000 m3 | 37.00000 38961.00| 37.00000 38961.00| AGGREGATE FOR UNDERDRAINS | | | 0136 718-99153 10037.000 m2 | 0.85000 8531.45| 0.85000 8531.45| GEOTEXTILES FOR UNDERDRAIN | | | 0137 720-44000 14.000 EACH| 540.00000 7560.00| 540.00000 7560.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 720-44296 1.000 EACH| 300.00000 300.00| 300.00000 300.00| CAP INLET | | | 0139 720-45045 78.000 EACH| 1040.00000 81120.00| 1040.00000 81120.00| INLET, J10 | | | 0140 720-45055 21.000 EACH| 1060.00000 22260.00| 1060.00000 22260.00| INLET, M10 | | | 0141 720-45260 29.000 EACH| 890.00000 25810.00| 890.00000 25810.00| PIPE CATCH BASIN, 300 mm | | | 0142 720-45265 2.000 EACH| 915.00000 1830.00| 915.00000 1830.00| PIPE CATCH BASIN, 375 mm | | | 0143 720-45270 1.000 EACH| 1070.00000 1070.00| 1070.00000 1070.00| PIPE CATCH BASIN, 450 mm | | | 0144 720-45410 68.000 EACH| 1525.00000 103700.00| 1525.00000 103700.00| MANHOLE, C4 | | | 0145 720-45605 3.700 m | 700.00000 2590.00| 700.00000 2590.00| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0146 720-95422 6.000 EACH| 2465.00000 14790.00| 2465.00000 14790.00| MANHOLE, J4 | | | 0147 720-98174 10.000 EACH| 1045.00000 10450.00| 1045.00000 10450.00| INLET, B15 | | | 0148 720-98555 9.000 EACH| 1070.00000 9630.00| 1070.00000 9630.00| INLET, C15 | | | 0149 728-98377 LUMP| 9000.00000 9000.00| 8750.00000 8750.00| MASONRY COATING | | | 0150 731-93945 1396.000 m2 | 250.00000 349000.00| 150.86000 210600.56| FACE PANELS, CONCRETE | | | 0151 731-93946 1396.000 m2 | 125.00000 174500.00| 64.46000 89986.16| WALL ERECTION | | | 0152 731-93947 323.000 m | 75.00000 24225.00| 73.45000 23724.35| LEVELING PAD, CONCRETE | | | 0153 801-06203 12859.000 m | 0.48000 6172.32| 0.48000 6172.32| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0154 801-06207 3231.000 m | 2.59000 8368.29| 2.59000 8368.29| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0155 801-06216 201.000 m | 3.00000 603.00| 3.00000 603.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0156 801-06625 21.000 EACH| 105.00000 2205.00| 105.00000 2205.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0157 801-06640 65.000 EACH| 165.00000 10725.00| 165.00000 10725.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 801-06645 25.000 EACH| 40.00000 1000.00| 40.00000 1000.00| CONSTRUCTION SIGN, B | | | 0159 801-06710 60.000 DAY | 20.00000 1200.00| 20.00000 1200.00| FLASHING ARROW SIGN | | | 0160 801-06775 LUMP| 30000.00000 30000.00| 222212.92000 222212.92| MAINTAINING TRAFFIC | | | 0161 801-07118 192.000 m | 24.00000 4608.00| 24.00000 4608.00| BARRICADE, III-A | | | 0162 801-07119 72.000 m | 40.00000 2880.00| 40.00000 2880.00| BARRICADE, III-B | | | 0163 801-53072 LUMP| 32400.00000 32400.00| 32400.00000 32400.00| TEMPORARY TRAFFIC SIGNAL | | | 0164 802-05694 1.000 EACH| 6122.00000 6122.00| 6122.00000 6122.00| OVERHEAD SIGN STRUCTURE , CABLE SPAN | | | 0165 802-05701 180.000 m | 35.00000 6300.00| 35.00000 6300.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0166 802-05702 134.000 m | 27.00000 3618.00| 27.00000 3618.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0167 802-05706 11.000 m | 35.00000 385.00| 35.00000 385.00| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR | | | 0168 802-07057 83.460 m2 | 142.00000 11851.32| 142.00000 11851.32| SIGN, PANEL, WITH LEGEND | | | 0169 802-07058 8.000 EACH| 112.00000 896.00| 112.00000 896.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0170 802-07059 82.000 EACH| 30.00000 2460.00| 30.00000 2460.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0171 802-07060 5.000 EACH| 40.00000 200.00| 40.00000 200.00| SIGN, SHEET, RELOCATE | | | 0172 802-07135 2.000 EACH| 1507.00000 3014.00| 1507.00000 3014.00| CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0173 802-07137 4.000 EACH| 280.00000 1120.00| 280.00000 1120.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0174 802-07151 8.000 EACH| 356.00000 2848.00| 356.00000 2848.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0175 802-07158 4.000 EACH| 3500.00000 14000.00| 3500.00000 14000.00| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 802-76025 12.710 m2 | 119.00000 1512.49| 119.00000 1512.49| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0177 802-76035 71.430 m2 | 105.00000 7500.15| 105.00000 7500.15| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0178 802-76045 3.460 m2 | 125.00000 432.50| 125.00000 432.50| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0179 802-76095 1012.240 kg | 5.22000 5283.89| 5.22000 5283.89| STRUCTURAL STEEL, BREAKAWAY | | | 0180 802-76135 2.000 EACH| 9690.00000 19380.00| 9690.00000 19380.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0181 802-76140 2.000 EACH| 15781.00000 31562.00| 15781.00000 31562.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0182 802-76160 2.000 EACH| 378.00000 756.00| 378.00000 756.00| BRIDGE BRACKET ASSEMBLY | | | 0183 802-76175 7.800 m | 492.00000 3837.60| 492.00000 3837.60| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0184 805-01815 16.000 EACH| 1650.00000 26400.00| 1650.00000 26400.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0185 805-01842 28.000 EACH| 640.00000 17920.00| 640.00000 17920.00| HANDHOLE, SIGNAL | | | 0187 805-06592 1974.000 m | 34.33000 67767.42| 34.33000 67767.42| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0188 805-78100 4.000 EACH| 7380.00000 29520.00| 7380.00000 29520.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0189 805-78205 18.000 EACH| 423.00000 7614.00| 423.00000 7614.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0190 805-78215 1.000 EACH| 458.00000 458.00| 458.00000 458.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0191 805-78230 9.000 EACH| 795.00000 7155.00| 795.00000 7155.00| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0192 805-78415 16.000 EACH| 1300.00000 20800.00| 1300.00000 20800.00| SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0193 805-78420 13.000 EACH| 210.00000 2730.00| 210.00000 2730.00| DISCONNECT HANGER | | | 0194 805-78445 4.000 EACH| 460.00000 1840.00| 460.00000 1840.00| SIGNAL SERVICE | | | 0195 805-78467 79.000 m | 5.15000 406.85| 5.15000 406.85| SIGNAL CABLE, 3C 8GA. | | | 0196 805-78470 2479.000 m | 1.48000 3668.92| 1.48000 3668.92| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0197 805-78485 246.000 m | 3.10000 762.60| 3.10000 762.60| SIGNAL CABLE, 5C 14GA. | | | 0198 805-78490 748.000 m | 3.33000 2490.84| 3.33000 2490.84| SIGNAL CABLE, 7C 14GA. | | | 0199 805-78510 2477.000 m | 1.95000 4830.15| 1.95000 4830.15| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0200 805-78746 55.000 m | 35.00000 1925.00| 35.00000 1925.00| PREFORMED LOOP DETECTORS | | | 0201 805-78785 23.000 EACH| 460.00000 10580.00| 460.00000 10580.00| SIGNAL DETECTOR HOUSING | | | 0202 805-78795 913.000 m | 24.30000 22185.90| 24.30000 22185.90| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0203 805-78925 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0204 805-81060 16.000 EACH| 2890.00000 46240.00| 2890.00000 46240.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0205 805-86805 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| SERVICE POINT, I | | | 0206 805-86820 4.000 EACH| 750.00000 3000.00| 750.00000 3000.00| CONCRETE FOUNDATION WITH GROUNDING, 760 | | | mm X 760 mm X 2450 mm | | | 0207 805-86889 135.000 m | 1.55000 209.25| 1.55000 209.25| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0208 805-86920 12.000 EACH| 8.00000 96.00| 8.00000 96.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0209 805-86930 10.000 EACH| 8.00000 80.00| 8.00000 80.00| INSULATING LINK, NOT WATERPROOFED | | | 0210 805-86935 10.000 EACH| 32.00000 320.00| 32.00000 320.00| INSULATING LINK, WATERPROOFED | | | 0211 805-92504 14.000 EACH| 350.00000 4900.00| 350.00000 4900.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0212 805-92512 2.000 EACH| 520.00000 1040.00| 520.00000 1040.00| MICROLOOP DETECTOR | | | 0213 805-98335 200.000 m | 17.50000 3500.00| 17.50000 3500.00| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0214 805-98336 85.000 m | 17.50000 1487.50| 17.50000 1487.50| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0215 807-02191 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| HANDHOLE, LIGHTING | | | 0216 807-02603 4.000 EACH| 356.00000 1424.00| 356.00000 1424.00| LIGHT STANDARD, RELOCATE | | | 0218 807-78590 2.000 EACH| 630.00000 1260.00| 630.00000 1260.00| HANDHOLE | | | 0219 807-82016 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0220 807-86790 4.000 EACH| 433.00000 1732.00| 433.00000 1732.00| LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0221 807-86805 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| SERVICE POINT, I | | | 0222 807-86910 6.000 EACH| 30.00000 180.00| 30.00000 180.00| CONNECTOR KIT, UNFUSED | | | 0223 807-86915 8.000 EACH| 30.00000 240.00| 30.00000 240.00| CONNECTOR KIT, FUSED | | | 0224 807-86950 6.000 EACH| 45.00000 270.00| 45.00000 270.00| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0225 808-01045 12.000 m | 6.00000 72.00| 6.00000 72.00| LINE, THERMOPLASTIC, DOTTED, YELLOW, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0226 808-01329 3.000 EACH| 120.00000 360.00| 120.00000 360.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY RAMP ARROW | | | 0227 808-03002 51.000 m | 5.00000 255.00| 5.00000 255.00| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0228 808-03631 378.000 m | 3.75000 1417.50| 3.75000 1417.50| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0229 808-03632 252.000 m | 3.75000 945.00| 3.75000 945.00| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 808-06701 551.000 m | 1.05000 578.55| 1.05000 578.55| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0231 808-06702 9.000 m | 3.00000 27.00| 3.00000 27.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0232 808-06703 4476.000 m | 0.98000 4386.48| 0.98000 4386.48| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0233 808-06705 202.000 m | 2.25000 454.50| 2.25000 454.50| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0234 808-06716 3800.000 m | 0.85000 3230.00| 0.85000 3230.00| LINE, REMOVE | | | 0235 808-74807 2.000 EACH| 160.00000 320.00| 160.00000 320.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0236 808-74808 1.000 EACH| 205.00000 205.00| 205.00000 205.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0237 808-75240 274.000 m | 1.10000 301.40| 1.10000 301.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0238 808-75247 6895.000 m | 0.96000 6619.20| 0.96000 6619.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 150 | | | mm | | | 0239 808-75260 24.000 m | 5.75000 138.00| 5.75000 138.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0240 808-75272 11.000 m | 18.00000 198.00| 18.00000 198.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0241 808-75278 215.000 m | 5.00000 1075.00| 5.00000 1075.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0242 808-75290 63.000 m | 12.00000 756.00| 12.00000 756.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0243 808-75297 243.000 m | 10.00000 2430.00| 10.00000 2430.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0244 808-75320 40.000 EACH| 60.00000 2400.00| 60.00000 2400.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 808-75325 27.000 EACH| 62.00000 1674.00| 62.00000 1674.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0246 808-75998 298.000 EACH| 24.40000 7271.20| 24.40000 7271.20| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0247 808-92027 1275.000 m | 1.80000 2295.00| 1.80000 2295.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0248 808-98796 12.000 m | 6.00000 72.00| 6.00000 72.00| LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0249 203-02801 6.000 m3 | 46.00000 276.00| 46.00000 276.00| BACKFILL FOR WATER MAIN , CRUSHED STONE | | | 0250 305-05205 117.000 Mg | 59.14000 6919.38| 59.14000 6919.38| HMA FOR PATCHING, TEMPORARY | | | 0251 715-01336 22.000 EACH| 1375.00000 30250.00| 1375.00000 30250.00| GATE VALVE, 300 mm , WITH VALVE BOX | | | 0252 715-01902 128.000 m | 84.00000 10752.00| 84.00000 10752.00| WATER SERVICE LINE, 50 mm | | | 0253 715-02743 1.000 EACH| 650.00000 650.00| 650.00000 650.00| GATE VALVE WITH VALVE BOX, 100 mm | | | 0254 715-02905 3.000 EACH| 7910.00000 23730.00| 7910.00000 23730.00| INSERTION VALVE, 250 mm , AND BOX | | | 0255 715-06039 1.000 EACH| 4240.00000 4240.00| 4240.00000 4240.00| INSERTION VALVE, 150 mm , AND BOX | | | 0256 715-07556 LUMP| 4300.00000 4300.00| 4300.00000 4300.00| FORCE MAIN , RELOCATE, WITH CLEAN OUT | | | 0257 716-07633 93.000 m | 1000.00000 93000.00| 1345.00000 125085.00| PIPE INSTALLATION, TRENCHLESS, 600 mm | | | 0258 732-01898 30.000 m | 134.00000 4020.00| 134.00000 4020.00| WATER MAIN, DUCTILE IRON, 250 mm | | | 0259 732-02744 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| GATE VALVE AND BOX, 150 mm | | | 0260 732-02745 3.000 EACH| 800.00000 2400.00| 800.00000 2400.00| GATE VALVE AND BOX, 200 mm | | | 0261 732-02874 14.000 EACH| 560.00000 7840.00| 560.00000 7840.00| CURB STOP AND BOX , 18.75 mm | | | 0262 732-02874 3.000 EACH| 300.00000 900.00| 300.00000 900.00| CURB STOP AND BOX , 50 mm | | | 0263 732-02874 3.000 EACH| 215.00000 645.00| 215.00000 645.00| CURB STOP AND BOX , 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 170 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 11,447,926.96 ROUTE : 32 CALL ORDER : 170 CONTRACT ID : R -26614-A COUNTIES : BOONE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 05-0558668 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0264 732-03053 1.000 EACH| 2550.00000 2550.00| 2550.00000 2550.00| METER PIT , AND BOX, DUAL | | | 0265 732-03053 17.000 EACH| 1015.00000 17255.00| 1015.00000 17255.00| METER PIT , AND BOX, SINGLE | | | 0266 732-03273 1.000 EACH| 4775.00000 4775.00| 4775.00000 4775.00| HYDRA STOP , 150 mm | | | 0267 732-03273 2.000 EACH| 5300.00000 10600.00| 5300.00000 10600.00| HYDRA STOP , 250 mm | | | 0268 732-05923 65.000 m | 65.00000 4225.00| 65.00000 4225.00| WATER SERVICE LINE, 25 mm | | | 0269 732-90573 173.000 m | 61.00000 10553.00| 61.00000 10553.00| WATER SERVICE LINE, 18.75 mm | | | 0270 732-91738 29.000 m | 85.00000 2465.00| 85.00000 2465.00| WATER MAIN, DUCTILE IRON, 150 mm | | | 0271 732-91739 184.000 m | 95.00000 17480.00| 95.00000 17480.00| WATER MAIN, DUCTILE IRON, 200 mm | | | 0272 732-91742 2.000 EACH| 1590.00000 3180.00| 1590.00000 3180.00| FIRE HYDRANT | | | 0273 732-91742 13.000 EACH| 2550.00000 33150.00| 2550.00000 33150.00| FIRE HYDRANT , ASSEMBLY | | | 0274 732-91742 2.000 EACH| 880.00000 1760.00| 880.00000 1760.00| FIRE HYDRANT , REMOVE | | | 0275 732-94780 9.000 EACH| 175.00000 1575.00| 175.00000 1575.00| WATER SERVICE CONNECTION , 18.75 mm | | | 0276 732-94780 3.000 EACH| 195.00000 585.00| 195.00000 585.00| WATER SERVICE CONNECTION , 25 mm | | | 0277 732-94780 5.000 EACH| 215.00000 1075.00| 215.00000 1075.00| WATER SERVICE CONNECTION , 50 mm | | | 0278 732-96670 1880.000 m | 115.00000 216200.00| 115.00000 216200.00| WATER MAIN, DUCTILE IRON, 300 mm | | | 0279 732-97009 7.000 EACH| 1100.00000 7700.00| 1100.00000 7700.00| FIRE HYDRANT ASSEMBLY, REMOVE | | | 0280 105-06657 72.000 MOS | 300.00000 21600.00| 150.00000 10800.00| PHONE, CELLULAR | | | SECTION TOTALS | $ 12,325,000.00| $ 12,694,445.52| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,325,000.00| $ 12,694,445.52| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 250 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : E180003 E180003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 12,364,801.06 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 12,418,288.91 100.4325% 3 35-1139301 E & B PAVING, INC. $ 12,572,339.09 101.6784% 4 35-1134435 FOERTSCH CONSTRUCTION $ 12,757,883.76 103.1790% 5 35-1698047 GRADEX, INC. $ 13,155,450.63 106.3943% 6 35-1875662 CRIDER & CRIDER, INC. $ 13,944,086.90 112.7724% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 275000.00000 275000.00| 75000.00000 75000.00| 228679.17000 228679.17 CONSTRUCTION ENGINEERING | | | 0002 105-07039 28.000 MOS | 1800.00000 50400.00| 1500.00000 42000.00| 1782.00000 49896.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 620000.00000 620000.00| 500000.00000 500000.00| 628616.95000 628616.95 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 62000.00000 62000.00| 150000.00000 150000.00| 62861.70000 62861.70 CLEARING RIGHT OF WAY | | | 0005 202-02241 82.000 LFT | 3.75000 307.50| 7.50000 615.00| 5.61000 460.02 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 19500.00000 19500.00| 24000.00000 24000.00| 19500.00000 19500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0007 202-03000 LUMP| 24100.00000 24100.00| 29700.00000 29700.00| 24100.00000 24100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0008 202-03000 LUMP| 14800.00000 14800.00| 18800.00000 18800.00| 14800.00000 14800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0009 202-03000 LUMP| 800.00000 800.00| 2700.00000 2700.00| 800.00000 800.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0010 202-03000 LUMP| 14000.00000 14000.00| 17000.00000 17000.00| 14000.00000 14000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-03000 LUMP| 19600.00000 19600.00| 21800.00000 21800.00| 19600.00000 19600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0012 202-03000 LUMP| 8100.00000 8100.00| 9200.00000 9200.00| 8100.00000 8100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0013 202-03783 6.000 EACH| 220.00000 1320.00| 220.00000 1320.00| 224.40000 1346.40 SIGN, PANEL, REMOVE | | | 0014 202-04089 2.000 EACH| 1875.00000 3750.00| 18.75000 37.50| 19.13000 38.26 SIGN, SHEET, REMOVE | | | 0015 202-96151 LUMP| 2000.00000 2000.00| 915.00000 915.00| 510.00000 510.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0016 203-02000 185610.000 CYS | 2.40000 445464.00| 2.97000 551261.70| 2.65000 491866.50 EXCAVATION, COMMON | | | 0017 203-02070 783144.000 CYS | 3.40000 2662689.60| 4.40000 3445833.60| 3.60000 2819318.40 BORROW | | | 0018 203-95673 150.000 CYS | 15.62000 2343.00| 33.00000 4950.00| 15.62000 2343.00 BACKFILL, GRANULAR | | | 0019 204-02290 10.000 EACH| 2700.00000 27000.00| 300.00000 3000.00| 2700.00000 27000.00 SETTLEMENT PLATE | | | 0020 205-03371 2657.600 CYS | 5.00000 13288.00| 6.45000 17141.52| 5.00000 13288.00 SEDIMENT, REMOVE | | | 0021 205-06930 24.300 TON | 52.00000 1263.60| 31.00000 753.30| 52.00000 1263.60 SPLASHPAD, RIPRAP | | | 0022 205-06931 3729.400 TON | 25.00000 93235.00| 25.50000 95099.70| 25.00000 93235.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 294.000 LFT | 3.00000 882.00| 3.70000 1087.80| 3.06000 899.64 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 20.000 EACH| 45.00000 900.00| 85.00000 1700.00| 45.90000 918.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06934 52.000 TON | 323.00000 16796.00| 323.00000 16796.00| 329.46000 17131.92 TEMPORARY MULCHING | | | 0026 205-06936 1175.600 TON | 40.00000 47024.00| 26.00000 30565.60| 40.00000 47024.00 TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 1691.500 LFT | 1.25000 2114.38| 1.50000 2537.25| 1.28000 2165.12 TEMPORARY SILT FENCE | | | 0028 205-06938 975.000 LFT | 15.00000 14625.00| 11.00000 10725.00| 15.00000 14625.00 TEMPORARY SLOPE DRAIN | | | 0029 206-51230 473.400 CYS | 15.41000 7295.09| 10.00000 4734.00| 5.10000 2414.34 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 206-51817 4140.000 SFT | 9.00000 37260.00| 8.00000 33120.00| 10.20000 42228.00 SHEET PILING, STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 207-07500 30765.000 SYS | 3.90000 119983.50| 2.35000 72297.75| 3.88000 119368.20 SUBGRADE TREATMENT, TYPE C | | | 0032 210-06902 1.000 EACH| 164780.00000 164780.00| 90000.00000 90000.00| 133676.10000 133676.10 PUMP STATION | | | 0033 210-07314 580.000 LFT | 15.80000 9164.00| 11.00000 6380.00| 15.30000 8874.00 FORCE MAIN , SANITARY SEWER, 4 IN. | | | 0034 211-02050 8527.000 CYS | 12.25000 104455.75| 12.60000 107440.20| 12.25000 104455.75 B BORROW | | | 0035 211-06467 121.600 CYS | 100.00000 12160.00| 32.00000 3891.20| 45.90000 5581.44 AGGREGATE FOR END BENT BACKFILL | | | 0036 211-07454 6248.500 CYS | 12.00000 74982.00| 15.70000 98101.45| 12.87000 80418.20 STRUCTURE BACKFILL | | | 0037 301-07448 15018.100 TON | 18.00000 270325.80| 20.00000 300362.00| 16.06000 241190.69 COMPACTED AGGREGATE, NO. 53, BASE | | | 0038 302-06464 19206.000 CYS | 33.95000 652043.70| 26.53000 509535.18| 26.53000 509535.18 SUBBASE FOR PCCP | | | 0039 401-07320 2252.400 TON | 44.00000 99105.60| 33.00000 74329.20| 42.65000 96064.86 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0040 401-07389 4642.200 TON | 38.50000 178724.70| 26.75000 124178.85| 34.00000 157834.80 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0041 401-07406 5173.000 TON | 38.00000 196574.00| 26.75000 138377.75| 33.30000 172260.90 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0042 404-05511 4084.100 SYS | 2.30000 9393.43| 2.00000 8168.20| 2.25000 9189.23 SEAL COAT, 2 | | | 0043 405-05517 51.510 TON | 360.00000 18543.60| 295.00000 15195.45| 381.10000 19630.46 ASPHALT FOR PRIME COAT | | | 0044 406-05520 14.830 TON | 200.00000 2966.00| 200.00000 2966.00| 196.00000 2906.68 ASPHALT FOR TACK COAT | | | 0045 501-06266 LUMP| 5000.00000 5000.00| 7354.00000 7354.00| 7353.48000 7353.48 PROFILOGRAPH, PCCP | | | 0047 503-03489 76.000 EACH| 12.00000 912.00| 15.00000 1140.00| 15.00000 1140.00 RETROFITTED TIE BARS | | | 0048 503-05240 31089.000 LFT | 8.00000 248712.00| 7.97000 247779.33| 7.97000 247779.33 D-1 CONTRACTION JOINT | | | 0049 503-05310 104.000 LFT | 155.00000 16120.00| 131.53000 13679.12| 124.35000 12932.40 TERMINAL JOINT | | | 0050 601-01522 6.000 EACH| 1515.00000 9090.00| 1200.00000 7200.00| 1632.00000 9792.00 GUARDRAIL TRANSITION TYPE TGB | | | 0051 601-05999 2.000 EACH| 42.00000 84.00| 50.00000 100.00| 51.00000 102.00 CURVED TERMINAL END | | | 0052 601-94689 2.000 EACH| 2000.00000 4000.00| 2495.00000 4990.00| 2856.00000 5712.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 601-94690 2.000 EACH| 3250.00000 6500.00| 3895.00000 7790.00| 3876.00000 7752.00 GUARDRAIL END TREATMENT, MS | | | 0054 601-99105 3712.500 LFT | 12.00000 44550.00| 13.05000 48448.13| 14.28000 53014.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0055 601-99108 450.000 LFT | 18.75000 8437.50| 19.65000 8842.50| 19.38000 8721.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0056 602-06729 24.000 EACH| 15.00000 360.00| 12.00000 288.00| 6.12000 146.88 BARRIER DELINEATOR | | | 0057 603-06040 17726.000 LFT | 3.80000 67358.80| 3.80000 67358.80| 3.88000 68776.88 FENCE, FARM FIELD, 47 IN. | | | 0058 603-06045 3320.000 LFT | 9.10000 30212.00| 9.10000 30212.00| 9.28000 30809.60 FENCE, CHAIN LINK, 48 IN. | | | 0059 607-06365 313.400 LFT | 60.00000 18804.00| 49.25000 15434.95| 57.92000 18152.13 PAVED SIDE DITCH, G | | | 0060 607-06370 400.750 LFT | 60.00000 24045.00| 60.65000 24305.49| 53.42000 21408.07 PAVED SIDE DITCH, H | | | 0061 607-06385 136.750 LFT | 60.00000 8205.00| 87.75000 11999.81| 75.89000 10377.96 PAVED SIDE DITCH, L | | | 0062 607-06390 670.000 LFT | 60.00000 40200.00| 82.20000 55074.00| 64.76000 43389.20 PAVED SIDE DITCH, M | | | 0063 609-06259 682.000 SYS | 60.00000 40920.00| 73.00000 49786.00| 45.90000 31303.80 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0064 610-07486 7876.200 TON | 44.00000 346552.80| 32.80000 258339.36| 39.20000 308747.04 HMA FOR APPROACHES, TYPE A | | | 0065 611-05330 589.000 SYS | 38.00000 22382.00| 41.42000 24396.38| 32.77000 19301.53 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0066 611-06497 18.000 EACH| 130.00000 2340.00| 125.00000 2250.00| 132.60000 2386.80 MAILBOX ASSEMBLY, SINGLE | | | 0067 615-06505 6.000 EACH| 375.00000 2250.00| 495.00000 2970.00| 382.50000 2295.00 MONUMENT, B | | | 0068 615-06510 17.000 EACH| 225.00000 3825.00| 395.00000 6715.00| 229.50000 3901.50 MONUMENT, C | | | 0069 615-06515 3.000 EACH| 80.00000 240.00| 125.00000 375.00| 81.60000 244.80 MONUMENT, D | | | 0070 616-02320 17058.900 SYS | 1.05000 17911.85| 1.40000 23882.46| 1.08000 18423.61 GEOTEXTILES | | | 0071 616-06405 1491.600 TON | 23.50000 35052.60| 20.00000 29832.00| 23.12000 34485.79 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 616-06451 4246.900 TON | 23.50000 99802.15| 20.00000 84938.00| 23.50000 99802.15 RIPRAP, UNIFORM | | | 0073 616-51367 1501.600 SYS | 55.00000 82588.00| 35.00000 52556.00| 35.70000 53607.12 SLOPEWALL, CONCRETE, 4 IN. | | | 0074 621-01004 3.000 EACH| 850.00000 2550.00| 850.00000 2550.00| 867.00000 2601.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0075 621-04258 72.970 LBS | 43.17000 3150.11| 43.17000 3150.11| 44.03000 3212.87 SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0076 621-04258 920.540 LBS | 48.00000 44185.92| 48.00000 44185.92| 48.96000 45069.64 SEED MIXTURE , LOW-PROFILE PRAIRIE SEED | | | MIX | | | 0077 621-06545 18.510 TON | 490.00000 9069.90| 490.00000 9069.90| 499.80000 9251.30 FERTILIZER | | | 0078 621-06548 42.900 LBS | 18.50000 793.65| 18.50000 793.65| 18.87000 809.52 SEED MIXTURE, CV | | | 0079 621-06554 4128.000 LBS | 2.80000 11558.40| 2.80000 11558.40| 2.86000 11806.08 SEED MIXTURE, U | | | 0080 621-06557 2080.000 LBS | 2.10000 4368.00| 2.10000 4368.00| 2.14000 4451.20 SEED MIXTURE, T | | | 0081 621-06565 103.900 TON | 350.00000 36365.00| 350.00000 36365.00| 357.00000 37092.30 MULCHING MATERIAL | | | 0082 621-06567 1.030 MG | 1.00000 1.03| 1.00000 1.03| 1.02000 1.05 WATER | | | 0083 621-06575 18485.900 SYS | 2.60000 48063.34| 2.60000 48063.34| 2.65000 48987.64 SODDING, NURSERY | | | 0084 622-52436 40.000 EACH| 36.00000 1440.00| 29.00000 1160.00| 29.58000 1183.20 SIGN, DO NOT MOW OR SPRAY | | | 0085 622-91786 10605.000 EACH| 3.90000 41359.50| 3.90000 41359.50| 3.98000 42207.90 SEEDLING | | | 0086 701-51195 3222.000 LFT | 42.00000 135324.00| 31.50000 101493.00| 30.60000 98593.20 PILE, STEEL H, HP 12 X 53 | | | 0087 701-91792 132.000 EACH| 150.00000 19800.00| 90.00000 11880.00| 204.00000 26928.00 PILE TIP, STEEL H | | | 0088 701-92043 1320.000 LFT | 85.00000 112200.00| 6.00000 7920.00| 66.30000 87516.00 CORED HOLE IN ROCK, 18 IN. | | | 0089 702-51005 743.000 CYS | 350.00000 260050.00| 400.00000 297200.00| 535.50000 397876.50 CONCRETE, A, SUBSTRUCTURE | | | 0090 702-51015 284.000 CYS | 250.00000 71000.00| 320.00000 90880.00| 535.50000 152082.00 CONCRETE, B, FOOTINGS | | | 0091 702-51863 96.000 EACH| 35.00000 3360.00| 25.00000 2400.00| 15.30000 1468.80 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 703-51030 189816.600 LBS | 0.80000 151853.28| 0.63000 119584.46| 0.66000 125278.96 REINFORCING STEEL | | | 0093 703-51032 225768.000 LBS | 0.90000 203191.20| 0.70000 158037.60| 0.77000 173841.36 REINFORCING STEEL, EPOXY COATED | | | 0094 704-51002 488.600 CYS | 500.00000 244300.00| 460.00000 224756.00| 382.50000 186889.50 CONCRETE, C, SUPERSTRUCTURE | | | 0095 706-05732 8.000 EACH| 1400.00000 11200.00| 1000.00000 8000.00| 969.00000 7752.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0096 706-51020 75.200 CYS | 400.00000 30080.00| 380.00000 28576.00| 255.00000 19176.00 CONCRETE, C, RAILING | | | 0097 709-51821 LUMP| 18500.00000 18500.00| 16310.00000 16310.00| 14433.00000 14433.00 SURFACE SEAL | | | 0098 711-51038 LUMP| 480000.00000 480000.00| 473000.00000 473000.00| 526238.30000 526238.30 STRUCTURAL STEEL | | | 0099 714-26718 339.000 LFT | 605.00000 205095.00| 660.00000 223740.00| 580.00000 196620.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0100 715-03475 8.000 EACH| 350.00000 2800.00| 400.00000 3200.00| 350.00000 2800.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0101 715-03584 1.000 EACH| 470.00000 470.00| 420.00000 420.00| 470.00000 470.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0102 715-05019 93.000 LFT | 81.00000 7533.00| 58.00000 5394.00| 81.00000 7533.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0103 715-05048 41024.000 LFT | 2.10000 86150.40| 1.90000 77945.60| 3.73000 153019.52 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0104 715-05049 100.000 LFT | 6.80000 680.00| 12.00000 1200.00| 10.00000 1000.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0105 715-05051 100.000 LFT | 7.90000 790.00| 13.00000 1300.00| 11.00000 1100.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0106 715-05053 6552.000 LFT | 7.65000 50122.80| 9.00000 58968.00| 14.38000 94217.76 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0107 715-05119 179.000 LFT | 36.00000 6444.00| 20.00000 3580.00| 36.00000 6444.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0108 715-05123 116.000 LFT | 49.00000 5684.00| 34.00000 3944.00| 49.00000 5684.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0109 715-05125 240.000 LFT | 61.00000 14640.00| 38.00000 9120.00| 61.00000 14640.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0110 715-05128 523.000 LFT | 95.00000 49685.00| 75.00000 39225.00| 95.00000 49685.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0111 715-05129 320.000 LFT | 110.00000 35200.00| 85.00000 27200.00| 110.00000 35200.00 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 715-05151 1515.000 LFT | 28.00000 42420.00| 19.00000 28785.00| 28.00000 42420.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0113 715-05152 640.000 LFT | 48.00000 30720.00| 24.00000 15360.00| 48.00000 30720.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0114 715-05154 2.000 LFT | 110.00000 220.00| 115.00000 230.00| 110.00000 220.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0115 715-05156 253.000 LFT | 56.00000 14168.00| 40.00000 10120.00| 56.00000 14168.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0116 715-05161 378.000 LFT | 100.00000 37800.00| 80.00000 30240.00| 100.00000 37800.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0117 715-05169 374.000 LFT | 32.00000 11968.00| 25.00000 9350.00| 32.00000 11968.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0118 715-05218 556.000 LFT | 32.00000 17792.00| 19.00000 10564.00| 32.00000 17792.00 PIPE, TYPE 5, CIRCULAR, 15 IN. | | | 0119 715-05232 42.000 LFT | 73.00000 3066.00| 50.00000 2100.00| 73.00000 3066.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0120 715-05239 244.000 LFT | 85.00000 20740.00| 70.00000 17080.00| 85.00000 20740.00 PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SQ.| | | FT. | | | 0121 715-05274 268.000 LFT | 412.00000 110416.00| 360.00000 96480.00| 412.00000 110416.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 39.0 | | | SQ. FT. | | | 0122 715-05407 296.000 LFT | 20.00000 5920.00| 14.00000 4144.00| 5.10000 1509.60 PIPE, END BENT DRAIN, 6 IN. | | | 0123 715-05408 1283.000 LFT | 43.70000 56067.10| 26.00000 33358.00| 30.60000 39259.80 PIPE, SANITARY SEWER, 8 IN. | | | 0124 715-06004 6.000 EACH| 815.00000 4890.00| 800.00000 4800.00| 815.00000 4890.00 CONCRETE ANCHOR, 48 IN. | | | 0125 715-06377 64.000 LFT | 23.00000 1472.00| 28.00000 1792.00| 20.40000 1305.60 SERVICE LATERAL | | | 0126 715-06492 2.000 EACH| 890.00000 1780.00| 835.00000 1670.00| 890.00000 1780.00 CONCRETE ANCHOR, 54 IN. | | | 0127 715-07625 406.000 LFT | 145.00000 58870.00| 146.00000 59276.00| 145.00000 58870.00 PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0128 715-07626 2.000 EACH| 1000.00000 2000.00| 1100.00000 2200.00| 1000.00000 2000.00 CONCRETE ANCHOR, 66 IN. | | | 0129 715-07627 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| 1100.00000 2200.00 CONCRETE ANCHOR, MIN. AREA 39.0 SQ. FT. | | | 0130 715-46005 34.000 EACH| 250.00000 8500.00| 200.00000 6800.00| 250.00000 8500.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 715-46010 7.000 EACH| 275.00000 1925.00| 210.00000 1470.00| 275.00000 1925.00 PIPE END SECTION, 18 IN. | | | 0132 715-46020 4.000 EACH| 350.00000 1400.00| 375.00000 1500.00| 350.00000 1400.00 PIPE END SECTION, 24 IN. | | | 0133 715-46030 3.000 EACH| 450.00000 1350.00| 775.00000 2325.00| 450.00000 1350.00 PIPE END SECTION, 30 IN. | | | 0134 715-46040 2.000 EACH| 800.00000 1600.00| 880.00000 1760.00| 800.00000 1600.00 PIPE END SECTION, 36 IN. | | | 0135 715-46065 2.000 EACH| 325.00000 650.00| 300.00000 600.00| 325.00000 650.00 PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0136 715-97557 1.000 EACH| 5000.00000 5000.00| 4700.00000 4700.00| 5000.00000 5000.00 GRATED BOX END SECTION, I, 6:1, 18 IN. | | | 0137 715-97804 2.000 EACH| 800.00000 1600.00| 760.00000 1520.00| 800.00000 1600.00 PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | | 0138 718-06529 34.000 EACH| 450.00000 15300.00| 420.00000 14280.00| 510.00000 17340.00 OUTLET PROTECTOR, 2 | | | 0139 718-06531 27.000 EACH| 500.00000 13500.00| 350.00000 9450.00| 484.50000 13081.50 OUTLET PROTECTOR, 3 | | | 0140 718-06532 6500.000 LFT | 1.00000 6500.00| 0.90000 5850.00| 0.92000 5980.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0141 718-52610 3256.200 CYS | 30.00000 97686.00| 29.00000 94429.80| 23.89000 77790.62 AGGREGATE FOR UNDERDRAINS | | | 0142 718-99153 31468.200 SYS | 1.10000 34615.02| 0.90000 28321.38| 0.52000 16363.46 GEOTEXTILES FOR UNDERDRAIN | | | 0143 720-03194 6.000 EACH| 3275.00000 19650.00| 2700.00000 16200.00| 3264.00000 19584.00 MANHOLE , 48 IN. | | | 0144 720-03194 1.000 EACH| 4475.00000 4475.00| 2750.00000 2750.00| 2805.00000 2805.00 MANHOLE , 60 IN. | | | 0145 720-45065 6.000 EACH| 3100.00000 18600.00| 3500.00000 21000.00| 3100.00000 18600.00 INLET, N12 | | | 0146 720-45070 8.000 EACH| 1750.00000 14000.00| 2000.00000 16000.00| 1750.00000 14000.00 INLET, P12A | | | 0147 720-45275 2.000 EACH| 1400.00000 2800.00| 1800.00000 3600.00| 1400.00000 2800.00 PIPE CATCH BASIN, 24 IN. | | | 0148 720-45375 5.000 EACH| 1400.00000 7000.00| 1750.00000 8750.00| 1400.00000 7000.00 PIPE CATCH BASIN, 24 IN., MODIFIED | | | 0149 720-45415 1.000 EACH| 3800.00000 3800.00| 4300.00000 4300.00| 3800.00000 3800.00 MANHOLE, D4 | | | 0150 724-03276 222.400 LFT | 70.00000 15568.00| 44.00000 9785.60| 61.20000 13610.88 EXPANSION JOINT SEALING SYSTEM | | | 0151 726-58789 24.000 EACH| 1600.00000 38400.00| 780.00000 18720.00| 1224.00000 29376.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 726-99095 24.000 EACH| 1100.00000 26400.00| 780.00000 18720.00| 816.00000 19584.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0154 732-04749 480.000 LFT | 65.00000 31200.00| 35.00000 16800.00| 65.00000 31200.00 CASING , 18 IN. | | | 0155 801-04308 10.000 EACH| 360.00000 3600.00| 395.00000 3950.00| 979.20000 9792.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0156 801-06199 2.000 EACH| 375.00000 750.00| 310.00000 620.00| 306.00000 612.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0157 801-06608 11.000 EACH| 265.00000 2915.00| 330.10000 3631.10| 244.80000 2692.80 BARRICADE, III, PERMANENT | | | 0158 801-06640 21.000 EACH| 235.00000 4935.00| 195.00000 4095.00| 326.40000 6854.40 CONSTRUCTION SIGN, A | | | 0159 801-07118 432.000 LFT | 12.00000 5184.00| 18.75000 8100.00| 18.36000 7931.52 BARRICADE, III-A | | | 0160 801-07119 72.000 LFT | 15.00000 1080.00| 20.95000 1508.40| 25.50000 1836.00 BARRICADE, III-B | | | 0161 802-05701 457.000 LFT | 8.25000 3770.25| 8.25000 3770.25| 8.42000 3847.94 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0162 802-05702 304.000 LFT | 7.60000 2310.40| 7.60000 2310.40| 7.75000 2356.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0163 802-07057 1071.000 SFT | 14.64000 15679.44| 14.64000 15679.44| 14.93000 15990.03 SIGN, PANEL, WITH LEGEND | | | 0164 802-07059 3.000 EACH| 30.00000 90.00| 30.00000 90.00| 30.60000 91.80 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0165 802-07137 2.000 EACH| 260.00000 520.00| 260.00000 520.00| 265.20000 530.40 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0166 802-76025 78.250 SFT | 14.00000 1095.50| 14.00000 1095.50| 14.28000 1117.41 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0167 802-76035 349.820 SFT | 14.40000 5037.41| 14.40000 5037.41| 14.69000 5138.86 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0168 802-76045 69.800 SFT | 15.30000 1067.94| 15.30000 1067.94| 15.61000 1089.58 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0169 802-76095 469.640 LBS | 2.95000 1385.44| 2.95000 1385.44| 3.01000 1413.62 STRUCTURAL STEEL, BREAKAWAY | | | 0170 804-06771 102.000 EACH| 24.00000 2448.00| 24.00000 2448.00| 22.44000 2288.88 DELINEATOR POST, FLEXIBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1057095 |(3) 35-1139301 |GOHMANN ASPHALT & CONSTR., I|BLANKENBERGER BROTHERS |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 808-03002 5060.000 LFT | 0.45000 2277.00| 0.41000 2074.60| 0.46000 2327.60 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0172 808-03631 21510.000 LFT | 0.42000 9034.20| 0.41000 8819.10| 0.43000 9249.30 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0173 808-03632 20419.000 LFT | 0.42000 8575.98| 0.41000 8371.79| 0.43000 8780.17 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0174 808-06703 9991.500 LFT | 0.27000 2697.71| 0.32000 3197.28| 0.28000 2797.62 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0175 808-74805 38.000 LFT | 14.20000 539.60| 19.90000 756.20| 14.48000 550.24 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0176 808-74807 8.000 EACH| 105.00000 840.00| 292.00000 2336.00| 107.10000 856.80 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0177 808-74808 8.000 EACH| 145.00000 1160.00| 312.00000 2496.00| 147.90000 1183.20 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0178 808-75245 8632.000 LFT | 0.27000 2330.64| 0.32000 2762.24| 0.28000 2416.96 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0179 808-75297 235.000 LFT | 3.25000 763.75| 3.90000 916.50| 3.32000 780.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0180 808-75998 309.000 EACH| 19.00000 5871.00| 27.70000 8559.30| 19.38000 5988.42 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0183 602-06646 200.000 LFT | 50.00000 10000.00| 25.00000 5000.00| 20.68000 4136.00 TEMPORARY CONCRETE BARRIER | | | 0184 501-06321 63372.000 SYS | 23.10000 1463893.20| 27.07000 1715480.04| 27.07000 1715480.04 QC/QA-PCCP, 10 IN. | | | 0185 501-06727 LUMP| 5000.00000 5000.00| 3759.16000 3759.16| 3759.16000 3759.16 CORING, PCCP | | | 0186 732-04749 170.000 LFT | 55.00000 9350.00| 56.00000 9520.00| 55.00000 9350.00 CASING , 16 IN. | | | SECTION TOTALS | $ 12,364,801.06| $ 12,418,288.91| $ 12,572,339.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,364,801.06| $ 12,418,288.91| $ 12,572,339.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 125000.00000 125000.00| 150000.00000 150000.00| 350000.00000 350000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 28.000 MOS | 2000.00000 56000.00| 2000.00000 56000.00| 1800.00000 50400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 617000.00000 617000.00| 657700.00000 657700.00| 740000.00000 740000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45000.00000 45000.00| 262000.00000 262000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 82.000 LFT | 3.75000 307.50| 3.75000 307.50| 10.00000 820.00 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 9500.00000 9500.00| 9000.00000 9000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0007 202-03000 LUMP| 12500.00000 12500.00| 9000.00000 9000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 11 | | | 0008 202-03000 LUMP| 20050.00000 20050.00| 9000.00000 9000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 20 | | | 0009 202-03000 LUMP| 5000.00000 5000.00| 9000.00000 9000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0010 202-03000 LUMP| 11925.00000 11925.00| 9000.00000 9000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 23 | | | 0011 202-03000 LUMP| 18250.00000 18250.00| 9000.00000 9000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 24 | | | 0012 202-03000 LUMP| 3500.00000 3500.00| 9000.00000 9000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 32 | | | 0013 202-03783 6.000 EACH| 220.00000 1320.00| 220.00000 1320.00| 300.00000 1800.00 SIGN, PANEL, REMOVE | | | 0014 202-04089 2.000 EACH| 18.75000 37.50| 18.75000 37.50| 21.00000 42.00 SIGN, SHEET, REMOVE | | | 0015 202-96151 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 3000.00000 3000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0016 203-02000 185610.000 CYS | 2.15000 399061.50| 4.14000 768425.40| 4.80000 890928.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 203-02070 783144.000 CYS | 3.89000 3046430.16| 3.92000 3069924.48| 4.50000 3524148.00 BORROW | | | 0018 203-95673 150.000 CYS | 20.00000 3000.00| 17.00000 2550.00| 25.00000 3750.00 BACKFILL, GRANULAR | | | 0019 204-02290 10.000 EACH| 1000.00000 10000.00| 1250.00000 12500.00| 2600.00000 26000.00 SETTLEMENT PLATE | | | 0020 205-03371 2657.600 CYS | 7.00000 18603.20| 6.60000 17540.16| 7.00000 18603.20 SEDIMENT, REMOVE | | | 0021 205-06930 24.300 TON | 42.50000 1032.75| 25.00000 607.50| 28.00000 680.40 SPLASHPAD, RIPRAP | | | 0022 205-06931 3729.400 TON | 17.00000 63399.80| 21.00000 78317.40| 25.00000 93235.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 294.000 LFT | 7.75000 2278.50| 3.00000 882.00| 5.00000 1470.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 20.000 EACH| 60.00000 1200.00| 45.00000 900.00| 50.00000 1000.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06934 52.000 TON | 307.50000 15990.00| 330.00000 17160.00| 350.00000 18200.00 TEMPORARY MULCHING | | | 0026 205-06936 1175.600 TON | 25.40000 29860.24| 21.00000 24687.60| 24.00000 28214.40 TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 1691.500 LFT | 1.75000 2960.13| 2.00000 3383.00| 1.30000 2198.95 TEMPORARY SILT FENCE | | | 0028 205-06938 975.000 LFT | 7.75000 7556.25| 13.00000 12675.00| 6.00000 5850.00 TEMPORARY SLOPE DRAIN | | | 0029 206-51230 473.400 CYS | 25.00000 11835.00| 15.00000 7101.00| 16.00000 7574.40 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 206-51817 4140.000 SFT | 35.00000 144900.00| 7.50000 31050.00| 8.00000 33120.00 SHEET PILING, STEEL | | | 0031 207-07500 30765.000 SYS | 3.80000 116907.00| 4.00000 123060.00| 3.50000 107677.50 SUBGRADE TREATMENT, TYPE C | | | 0032 210-06902 1.000 EACH| 131055.00000 131055.00| 90750.00000 90750.00| 85000.00000 85000.00 PUMP STATION | | | 0033 210-07314 580.000 LFT | 15.00000 8700.00| 20.00000 11600.00| 18.00000 10440.00 FORCE MAIN , SANITARY SEWER, 4 IN. | | | 0034 211-02050 8527.000 CYS | 15.50000 132168.50| 12.75000 108719.25| 16.00000 136432.00 B BORROW | | | 0035 211-06467 121.600 CYS | 25.00000 3040.00| 46.00000 5593.60| 70.00000 8512.00 AGGREGATE FOR END BENT BACKFILL | | | 0036 211-07454 6248.500 CYS | 17.50000 109348.75| 12.75000 79668.38| 28.00000 174958.00 STRUCTURE BACKFILL | | | 0037 301-07448 15018.100 TON | 17.90000 268823.99| 18.00000 270325.80| 15.50000 232780.55 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 302-06464 19206.000 CYS | 31.50000 604989.00| 27.30000 524323.80| 27.00000 518562.00 SUBBASE FOR PCCP | | | 0039 401-07320 2252.400 TON | 33.00000 74329.20| 43.90000 98880.36| 34.00000 76581.60 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0040 401-07389 4642.200 TON | 26.75000 124178.85| 35.00000 162477.00| 27.00000 125339.40 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0041 401-07406 5173.000 TON | 26.75000 138377.75| 34.20000 176916.60| 27.00000 139671.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | 0042 404-05511 4084.100 SYS | 2.00000 8168.20| 2.25000 9189.23| 2.00000 8168.20 SEAL COAT, 2 | | | 0043 405-05517 51.510 TON | 295.00000 15195.45| 381.10000 19630.46| 300.00000 15453.00 ASPHALT FOR PRIME COAT | | | 0044 406-05520 14.830 TON | 200.00000 2966.00| 196.00000 2906.68| 200.00000 2966.00 ASPHALT FOR TACK COAT | | | 0045 501-06266 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00 PROFILOGRAPH, PCCP | | | 0047 503-03489 76.000 EACH| 12.00000 912.00| 15.00000 1140.00| 16.00000 1216.00 RETROFITTED TIE BARS | | | 0048 503-05240 31089.000 LFT | 8.00000 248712.00| 8.20000 254929.80| 8.00000 248712.00 D-1 CONTRACTION JOINT | | | 0049 503-05310 104.000 LFT | 90.02000 9362.08| 178.00000 18512.00| 140.00000 14560.00 TERMINAL JOINT | | | 0050 601-01522 6.000 EACH| 1515.00000 9090.00| 1515.00000 9090.00| 1800.00000 10800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0051 601-05999 2.000 EACH| 42.00000 84.00| 42.00000 84.00| 60.00000 120.00 CURVED TERMINAL END | | | 0052 601-94689 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 3000.00000 6000.00 GUARDRAIL END TREATMENT, OS | | | 0053 601-94690 2.000 EACH| 3250.00000 6500.00| 3250.00000 6500.00| 4000.00000 8000.00 GUARDRAIL END TREATMENT, MS | | | 0054 601-99105 3712.500 LFT | 12.00000 44550.00| 12.00000 44550.00| 15.00000 55687.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0055 601-99108 450.000 LFT | 18.75000 8437.50| 18.75000 8437.50| 20.00000 9000.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0056 602-06729 24.000 EACH| 10.00000 240.00| 6.00000 144.00| 10.00000 240.00 BARRIER DELINEATOR | | | 0057 603-06040 17726.000 LFT | 5.15000 91288.90| 5.30000 93947.80| 4.00000 70904.00 FENCE, FARM FIELD, 47 IN. | | | 0058 603-06045 3320.000 LFT | 9.55000 31706.00| 9.80000 32536.00| 10.00000 33200.00 FENCE, CHAIN LINK, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 607-06365 313.400 LFT | 60.00000 18804.00| 58.40000 18302.56| 70.00000 21938.00 PAVED SIDE DITCH, G | | | 0060 607-06370 400.750 LFT | 58.00000 23243.50| 53.90000 21600.43| 75.00000 30056.25 PAVED SIDE DITCH, H | | | 0061 607-06385 136.750 LFT | 80.00000 10940.00| 76.60000 10475.05| 80.00000 10940.00 PAVED SIDE DITCH, L | | | 0062 607-06390 670.000 LFT | 67.50000 45225.00| 65.30000 43751.00| 85.00000 56950.00 PAVED SIDE DITCH, M | | | 0063 609-06259 682.000 SYS | 60.00000 40920.00| 56.00000 38192.00| 45.00000 30690.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0064 610-07486 7876.200 TON | 32.80000 258339.36| 40.00000 315048.00| 34.00000 267790.80 HMA FOR APPROACHES, TYPE A | | | 0065 611-05330 589.000 SYS | 38.00000 22382.00| 33.00000 19437.00| 38.00000 22382.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0066 611-06497 18.000 EACH| 168.00000 3024.00| 175.00000 3150.00| 150.00000 2700.00 MAILBOX ASSEMBLY, SINGLE | | | 0067 615-06505 6.000 EACH| 475.00000 2850.00| 475.00000 2850.00| 500.00000 3000.00 MONUMENT, B | | | 0068 615-06510 17.000 EACH| 440.00000 7480.00| 440.00000 7480.00| 300.00000 5100.00 MONUMENT, C | | | 0069 615-06515 3.000 EACH| 160.00000 480.00| 160.00000 480.00| 100.00000 300.00 MONUMENT, D | | | 0070 616-02320 17058.900 SYS | 1.75000 29853.08| 0.92000 15694.19| 2.30000 39235.47 GEOTEXTILES | | | 0071 616-06405 1491.600 TON | 19.00000 28340.40| 22.45000 33486.42| 28.00000 41764.80 RIPRAP, REVETMENT | | | 0072 616-06451 4246.900 TON | 20.00000 84938.00| 22.45000 95342.91| 27.00000 114666.30 RIPRAP, UNIFORM | | | 0073 616-51367 1501.600 SYS | 49.00000 73578.40| 53.00000 79584.80| 38.00000 57060.80 SLOPEWALL, CONCRETE, 4 IN. | | | 0074 621-01004 3.000 EACH| 600.00000 1800.00| 875.00000 2625.00| 900.00000 2700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0075 621-04258 72.970 LBS | 26.50000 1933.71| 43.17000 3150.11| 45.00000 3283.65 SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0076 621-04258 920.540 LBS | 42.20000 38846.79| 49.00000 45106.46| 50.00000 46027.00 SEED MIXTURE , LOW-PROFILE PRAIRIE SEED | | | MIX | | | 0077 621-06545 18.510 TON | 450.00000 8329.50| 500.00000 9255.00| 500.00000 9255.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 621-06548 42.900 LBS | 30.00000 1287.00| 18.50000 793.65| 20.00000 858.00 SEED MIXTURE, CV | | | 0079 621-06554 4128.000 LBS | 2.90000 11971.20| 2.88000 11888.64| 3.00000 12384.00 SEED MIXTURE, U | | | 0080 621-06557 2080.000 LBS | 2.05000 4264.00| 2.15000 4472.00| 3.00000 6240.00 SEED MIXTURE, T | | | 0081 621-06565 103.900 TON | 385.00000 40001.50| 360.00000 37404.00| 375.00000 38962.50 MULCHING MATERIAL | | | 0082 621-06567 1.030 MG | 10.00000 10.30| 1.00000 1.03| 1.00000 1.03 WATER | | | 0083 621-06575 18485.900 SYS | 3.75000 69322.13| 2.68000 49542.21| 2.75000 50836.23 SODDING, NURSERY | | | 0084 622-52436 40.000 EACH| 40.00000 1600.00| 29.00000 1160.00| 29.00000 1160.00 SIGN, DO NOT MOW OR SPRAY | | | 0085 622-91786 10605.000 EACH| 3.95000 41889.75| 4.00000 42420.00| 5.00000 53025.00 SEEDLING | | | 0086 701-51195 3222.000 LFT | 33.00000 106326.00| 36.00000 115992.00| 36.00000 115992.00 PILE, STEEL H, HP 12 X 53 | | | 0087 701-91792 132.000 EACH| 115.00000 15180.00| 130.00000 17160.00| 130.00000 17160.00 PILE TIP, STEEL H | | | 0088 701-92043 1320.000 LFT | 85.00000 112200.00| 82.00000 108240.00| 75.00000 99000.00 CORED HOLE IN ROCK, 18 IN. | | | 0089 702-51005 743.000 CYS | 445.00000 330635.00| 335.00000 248905.00| 335.00000 248905.00 CONCRETE, A, SUBSTRUCTURE | | | 0090 702-51015 284.000 CYS | 385.00000 109340.00| 205.00000 58220.00| 205.00000 58220.00 CONCRETE, B, FOOTINGS | | | 0091 702-51863 96.000 EACH| 12.00000 1152.00| 35.00000 3360.00| 30.00000 2880.00 FIELD DRILLED HOLE IN CONCRETE | | | 0092 703-51030 189816.600 LBS | 0.78000 148056.95| 0.77000 146158.78| 0.80000 151853.28 REINFORCING STEEL | | | 0093 703-51032 225768.000 LBS | 0.91000 205448.88| 0.88000 198675.84| 0.84000 189645.12 REINFORCING STEEL, EPOXY COATED | | | 0094 704-51002 488.600 CYS | 415.00000 202769.00| 490.00000 239414.00| 480.00000 234528.00 CONCRETE, C, SUPERSTRUCTURE | | | 0095 706-05732 8.000 EACH| 525.00000 4200.00| 1440.00000 11520.00| 1300.00000 10400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0096 706-51020 75.200 CYS | 290.00000 21808.00| 415.00000 31208.00| 410.00000 30832.00 CONCRETE, C, RAILING | | | 0097 709-51821 LUMP| 16750.00000 16750.00| 18000.00000 18000.00| 15000.00000 15000.00 SURFACE SEAL | | | 0098 711-51038 LUMP| 525000.00000 525000.00| 500000.00000 500000.00| 470000.00000 470000.00 STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 714-26718 339.000 LFT | 650.00000 220350.00| 572.00000 193908.00| 600.00000 203400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 6 FT. | | | 0100 715-03475 8.000 EACH| 330.00000 2640.00| 430.00000 3440.00| 400.00000 3200.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0101 715-03584 1.000 EACH| 525.00000 525.00| 480.00000 480.00| 500.00000 500.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0102 715-05019 93.000 LFT | 75.00000 6975.00| 62.00000 5766.00| 75.00000 6975.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0103 715-05048 41024.000 LFT | 2.12000 86970.88| 2.65000 108713.60| 1.75000 71792.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0104 715-05049 100.000 LFT | 9.00000 900.00| 4.35000 435.00| 18.00000 1800.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0105 715-05051 100.000 LFT | 10.00000 1000.00| 5.40000 540.00| 19.00000 1900.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0106 715-05053 6552.000 LFT | 7.65000 50122.80| 15.00000 98280.00| 12.00000 78624.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0107 715-05119 179.000 LFT | 21.00000 3759.00| 25.00000 4475.00| 24.00000 4296.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0108 715-05123 116.000 LFT | 42.00000 4872.00| 38.00000 4408.00| 34.00000 3944.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0109 715-05125 240.000 LFT | 64.00000 15360.00| 48.00000 11520.00| 47.00000 11280.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0110 715-05128 523.000 LFT | 113.00000 59099.00| 95.00000 49685.00| 78.00000 40794.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0111 715-05129 320.000 LFT | 130.00000 41600.00| 99.00000 31680.00| 98.00000 31360.00 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0112 715-05151 1515.000 LFT | 27.50000 41662.50| 25.00000 37875.00| 25.00000 37875.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0113 715-05152 640.000 LFT | 36.00000 23040.00| 27.00000 17280.00| 25.00000 16000.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0114 715-05154 2.000 LFT | 100.00000 200.00| 68.00000 136.00| 160.00000 320.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0115 715-05156 253.000 LFT | 64.00000 16192.00| 48.00000 12144.00| 44.00000 11132.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0116 715-05161 378.000 LFT | 148.00000 55944.00| 87.00000 32886.00| 70.00000 26460.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0117 715-05169 374.000 LFT | 20.50000 7667.00| 25.00000 9350.00| 31.00000 11594.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0118 715-05218 556.000 LFT | 21.00000 11676.00| 25.00000 13900.00| 31.00000 17236.00 PIPE, TYPE 5, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 715-05232 42.000 LFT | 67.00000 2814.00| 60.00000 2520.00| 130.00000 5460.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0120 715-05239 244.000 LFT | 110.00000 26840.00| 81.00000 19764.00| 115.00000 28060.00 PIPE, TYPE 1, DEFORMED, MIN AREA 7.4 SQ.| | | FT. | | | 0121 715-05274 268.000 LFT | 630.00000 168840.00| 389.00000 104252.00| 600.00000 160800.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 39.0 | | | SQ. FT. | | | 0122 715-05407 296.000 LFT | 6.00000 1776.00| 15.00000 4440.00| 15.00000 4440.00 PIPE, END BENT DRAIN, 6 IN. | | | 0123 715-05408 1283.000 LFT | 30.00000 38490.00| 37.00000 47471.00| 62.00000 79546.00 PIPE, SANITARY SEWER, 8 IN. | | | 0124 715-06004 6.000 EACH| 750.00000 4500.00| 1930.00000 11580.00| 1100.00000 6600.00 CONCRETE ANCHOR, 48 IN. | | | 0125 715-06377 64.000 LFT | 20.00000 1280.00| 44.00000 2816.00| 55.00000 3520.00 SERVICE LATERAL | | | 0126 715-06492 2.000 EACH| 880.00000 1760.00| 2140.00000 4280.00| 1500.00000 3000.00 CONCRETE ANCHOR, 54 IN. | | | 0127 715-07625 406.000 LFT | 235.00000 95410.00| 183.00000 74298.00| 170.00000 69020.00 PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0128 715-07626 2.000 EACH| 930.00000 1860.00| 2455.00000 4910.00| 1600.00000 3200.00 CONCRETE ANCHOR, 66 IN. | | | 0129 715-07627 2.000 EACH| 2730.00000 5460.00| 2980.00000 5960.00| 1500.00000 3000.00 CONCRETE ANCHOR, MIN. AREA 39.0 SQ. FT. | | | 0130 715-46005 34.000 EACH| 230.00000 7820.00| 300.00000 10200.00| 250.00000 8500.00 PIPE END SECTION, 15 IN. | | | 0131 715-46010 7.000 EACH| 240.00000 1680.00| 325.00000 2275.00| 325.00000 2275.00 PIPE END SECTION, 18 IN. | | | 0132 715-46020 4.000 EACH| 325.00000 1300.00| 430.00000 1720.00| 375.00000 1500.00 PIPE END SECTION, 24 IN. | | | 0133 715-46030 3.000 EACH| 450.00000 1350.00| 590.00000 1770.00| 600.00000 1800.00 PIPE END SECTION, 30 IN. | | | 0134 715-46040 2.000 EACH| 860.00000 1720.00| 695.00000 1390.00| 775.00000 1550.00 PIPE END SECTION, 36 IN. | | | 0135 715-46065 2.000 EACH| 290.00000 580.00| 800.00000 1600.00| 1300.00000 2600.00 PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0136 715-97557 1.000 EACH| 4250.00000 4250.00| 4225.00000 4225.00| 2600.00000 2600.00 GRATED BOX END SECTION, I, 6:1, 18 IN. | | | 0137 715-97804 2.000 EACH| 1100.00000 2200.00| 1485.00000 2970.00| 900.00000 1800.00 PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 718-06529 34.000 EACH| 530.00000 18020.00| 410.00000 13940.00| 450.00000 15300.00 OUTLET PROTECTOR, 2 | | | 0139 718-06531 27.000 EACH| 450.00000 12150.00| 215.00000 5805.00| 500.00000 13500.00 OUTLET PROTECTOR, 3 | | | 0140 718-06532 6500.000 LFT | 1.00000 6500.00| 0.95000 6175.00| 1.00000 6500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0141 718-52610 3256.200 CYS | 30.50000 99314.10| 27.00000 87917.40| 28.00000 91173.60 AGGREGATE FOR UNDERDRAINS | | | 0142 718-99153 31468.200 SYS | 1.00000 31468.20| 0.65000 20454.33| 1.00000 31468.20 GEOTEXTILES FOR UNDERDRAIN | | | 0143 720-03194 6.000 EACH| 3200.00000 19200.00| 2545.00000 15270.00| 3000.00000 18000.00 MANHOLE , 48 IN. | | | 0144 720-03194 1.000 EACH| 2750.00000 2750.00| 3400.00000 3400.00| 3800.00000 3800.00 MANHOLE , 60 IN. | | | 0145 720-45065 6.000 EACH| 3500.00000 21000.00| 3350.00000 20100.00| 3000.00000 18000.00 INLET, N12 | | | 0146 720-45070 8.000 EACH| 1900.00000 15200.00| 2225.00000 17800.00| 1600.00000 12800.00 INLET, P12A | | | 0147 720-45275 2.000 EACH| 1650.00000 3300.00| 1015.00000 2030.00| 1500.00000 3000.00 PIPE CATCH BASIN, 24 IN. | | | 0148 720-45375 5.000 EACH| 1650.00000 8250.00| 1070.00000 5350.00| 1600.00000 8000.00 PIPE CATCH BASIN, 24 IN., MODIFIED | | | 0149 720-45415 1.000 EACH| 2400.00000 2400.00| 4555.00000 4555.00| 2400.00000 2400.00 MANHOLE, D4 | | | 0150 724-03276 222.400 LFT | 75.00000 16680.00| 72.00000 16012.80| 70.00000 15568.00 EXPANSION JOINT SEALING SYSTEM | | | 0151 726-58789 24.000 EACH| 850.00000 20400.00| 1545.00000 37080.00| 1500.00000 36000.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0152 726-99095 24.000 EACH| 1100.00000 26400.00| 1050.00000 25200.00| 900.00000 21600.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0154 732-04749 480.000 LFT | 60.00000 28800.00| 54.00000 25920.00| 95.00000 45600.00 CASING , 18 IN. | | | 0155 801-04308 10.000 EACH| 360.00000 3600.00| 988.00000 9880.00| 400.00000 4000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0156 801-06199 2.000 EACH| 375.00000 750.00| 300.00000 600.00| 400.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0157 801-06608 11.000 EACH| 265.00000 2915.00| 240.00000 2640.00| 300.00000 3300.00 BARRICADE, III, PERMANENT | | | 0158 801-06640 21.000 EACH| 235.00000 4935.00| 320.00000 6720.00| 250.00000 5250.00 CONSTRUCTION SIGN, A | | | 0159 801-07118 432.000 LFT | 12.00000 5184.00| 18.00000 7776.00| 15.00000 6480.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 801-07119 72.000 LFT | 15.00000 1080.00| 25.00000 1800.00| 18.00000 1296.00 BARRICADE, III-B | | | 0161 802-05701 457.000 LFT | 8.25000 3770.25| 8.25000 3770.25| 10.00000 4570.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0162 802-05702 304.000 LFT | 7.60000 2310.40| 7.60000 2310.40| 9.00000 2736.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0163 802-07057 1071.000 SFT | 14.64000 15679.44| 14.64000 15679.44| 16.00000 17136.00 SIGN, PANEL, WITH LEGEND | | | 0164 802-07059 3.000 EACH| 30.00000 90.00| 30.00000 90.00| 31.00000 93.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0165 802-07137 2.000 EACH| 260.00000 520.00| 260.00000 520.00| 250.00000 500.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0166 802-76025 78.250 SFT | 14.00000 1095.50| 14.00000 1095.50| 18.00000 1408.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0167 802-76035 349.820 SFT | 14.40000 5037.41| 14.40000 5037.41| 18.00000 6296.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0168 802-76045 69.800 SFT | 15.30000 1067.94| 15.30000 1067.94| 19.00000 1326.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0169 802-76095 469.640 LBS | 2.95000 1385.44| 2.95000 1385.44| 4.00000 1878.56 STRUCTURAL STEEL, BREAKAWAY | | | 0170 804-06771 102.000 EACH| 24.00000 2448.00| 24.00000 2448.00| 30.00000 3060.00 DELINEATOR POST, FLEXIBLE | | | 0171 808-03002 5060.000 LFT | 0.39000 1973.40| 0.45000 2277.00| 0.50000 2530.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0172 808-03631 21510.000 LFT | 0.39000 8388.90| 0.42000 9034.20| 0.50000 10755.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0173 808-03632 20419.000 LFT | 0.39000 7963.41| 0.42000 8575.98| 0.50000 10209.50 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0174 808-06703 9991.500 LFT | 0.28000 2797.62| 0.27000 2697.71| 0.30000 2997.45 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0175 808-74805 38.000 LFT | 19.20000 729.60| 14.20000 539.60| 18.00000 684.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0176 808-74807 8.000 EACH| 272.00000 2176.00| 105.00000 840.00| 125.00000 1000.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 180 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,612,666.03 ROUTE : CALL ORDER : 180 CONTRACT ID : R -26719-A COUNTIES : VANDERBURGH LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1134435 |(5) 35-1698047 |(6) 35-1875662 |FOERTSCH CONSTRUCTION |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0177 808-74808 8.000 EACH| 292.00000 2336.00| 145.00000 1160.00| 140.00000 1120.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0178 808-75245 8632.000 LFT | 0.28000 2416.96| 0.27000 2330.64| 0.40000 3452.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0179 808-75297 235.000 LFT | 4.00000 940.00| 3.25000 763.75| 5.00000 1175.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0180 808-75998 309.000 EACH| 27.70000 8559.30| 19.00000 5871.00| 28.00000 8652.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0183 602-06646 200.000 LFT | 75.00000 15000.00| 30.00000 6000.00| 30.00000 6000.00 TEMPORARY CONCRETE BARRIER | | | 0184 501-06321 63372.000 SYS | 27.23000 1725619.56| 27.88000 1766811.36| 27.50000 1742730.00 QC/QA-PCCP, 10 IN. | | | 0185 501-06727 LUMP| 5000.00000 5000.00| 3800.00000 3800.00| 5000.00000 5000.00 CORING, PCCP | | | 0186 732-04749 170.000 LFT | 95.00000 16150.00| 65.00000 11050.00| 85.00000 14450.00 CASING , 16 IN. | | | SECTION TOTALS | $ 12,757,883.76| $ 13,155,450.63| $ 13,944,086.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,757,883.76| $ 13,155,450.63| $ 13,944,086.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B255004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,399,941.41 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,493,108.71 106.6550% 3 35-1609544 SCHUTT-LOOKABILL CO $ 1,683,234.30 120.2360% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,698,789.19 121.3471% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,821,196.98 130.0909% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 29725.00000 29725.00| 40500.00000 40500.00| 49168.08000 49168.08 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2400.00000 28800.00| 2250.00000 27000.00| 1989.58000 23874.96 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 66100.00000 66100.00| 75000.00000 75000.00| 84161.70000 84161.70 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21000.00000 21000.00| 30500.00000 30500.00| 72214.86000 72214.86 CLEARING RIGHT OF WAY | | | 0005 202-01896 5.000 EACH| 350.00000 1750.00| 840.00000 4200.00| 527.03000 2635.15 DRIVE, REMOVE | | | 0006 202-02241 46.815 m | 8.50000 397.93| 13.50000 632.00| 29.53000 1382.45 GUARDRAIL, REMOVE | | | 0007 202-02278 1332.200 m | 20.35000 27110.27| 12.00000 15986.40| 15.69000 20902.22 CURB, CONCRETE, REMOVE | | | 0008 202-52710 787.600 m2 | 14.00000 11026.40| 7.50000 5907.00| 12.12000 9545.71 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-91385 7.000 EACH| 350.00000 2450.00| 625.00000 4375.00| 389.95000 2729.65 INLET, REMOVE | | | 0010 202-96133 19.300 m | 17.00000 328.10| 134.00000 2586.20| 80.91000 1561.56 PIPE, REMOVE | | | 0011 203-02000 1936.200 m3 | 29.55000 57214.71| 55.00000 106491.00| 49.19000 95241.68 EXCAVATION, COMMON | | | 0012 205-06933 1.000 EACH| 70.00000 70.00| 400.00000 400.00| 72.31000 72.31 TEMPORARY DITCH INLET PROTECTION | | | 0013 207-07500 7036.800 m2 | 5.60000 39406.08| 7.20000 50664.96| 8.60000 60516.48 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-07454 332.600 m3 | 20.00000 6652.00| 30.60000 10177.56| 36.40000 12106.64 STRUCTURE BACKFILL | | | 0015 301-07448 893.500 Mg | 28.00000 25018.00| 20.85000 18629.48| 26.09000 23311.42 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-07449 86.600 Mg | 40.00000 3464.00| 40.00000 3464.00| 29.96000 2594.54 COMPACTED AGGREGATE, NO. 73 | | | 0017 304-07489 126.900 Mg | 80.00000 10152.00| 80.00000 10152.00| 88.99000 11292.83 HMA PATCHING, TYPE A | | | 0018 306-08043 908.300 m2 | 4.00000 3633.20| 8.75000 7947.63| 8.18000 7429.89 MILLING, TRANSITION | | | 0019 401-06264 LUMP| 1450.00000 1450.00| 3000.00000 3000.00| 1612.98000 1612.98 PROFILOGRAPH, HMA | | | 0020 401-07333 1922.500 Mg | 44.75000 86031.88| 49.50000 95163.75| 49.78000 95702.05 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0021 401-07384 2665.500 Mg | 37.40000 99689.70| 41.50000 110618.25| 41.60000 110884.80 QC/QA-HMA, 2, 76, INTERMEDIATE, 12.5 mm | | | 0022 401-07417 3588.800 Mg | 36.25000 130094.00| 38.00000 136374.40| 40.32000 144700.42 QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0023 401-07430 1548.200 Mg | 39.00000 60379.80| 40.00000 61928.00| 43.38000 67160.92 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0024 402-07441 195.200 Mg | 36.60000 7144.32| 50.00000 9760.00| 40.72000 7948.54 HMA BASE, TYPE B | | | 0025 405-05517 0.300 Mg | 1400.00000 420.00| 250.00000 75.00| 1557.36000 467.21 ASPHALT FOR PRIME COAT | | | 0026 406-05520 15.100 Mg | 190.00000 2869.00| 210.00000 3171.00| 211.36000 3191.54 ASPHALT FOR TACK COAT | | | 0027 604-06070 2389.100 m2 | 32.50000 77645.75| 30.00000 71673.00| 28.56000 68232.70 SIDEWALK, CONCRETE | | | 0028 604-07896 30.000 m2 | 65.00000 1950.00| 38.00000 1140.00| 101.30000 3039.00 CURB RAMP, CONCRETE, B | | | 0029 604-07900 42.000 m2 | 70.00000 2940.00| 38.00000 1596.00| 80.60000 3385.20 CURB RAMP, CONCRETE, F | | | 0030 604-07901 263.000 m2 | 70.00000 18410.00| 38.00000 9994.00| 125.67000 33051.21 CURB RAMP. CONCRETE, G | | | 0031 604-07902 7.000 m2 | 85.00000 595.00| 38.00000 266.00| 128.29000 898.03 CURB RAMP, CONCRETE, H | | | 0032 605-06120 519.100 m | 57.00000 29588.70| 56.70000 29432.97| 56.43000 29292.81 CURB, CONCRETE | | | 0033 605-06140 1342.200 m | 44.00000 59056.80| 45.15000 60600.33| 49.68000 66680.50 CURB AND GUTTER, CONCRETE | | | 0034 611-05330 196.100 m2 | 55.00000 10785.50| 42.00000 8236.20| 39.96000 7836.16 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 611-95728 2000.700 m2 | 51.00000 102035.70| 44.00000 88030.80| 47.77000 95573.44 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0036 615-06500 10.000 EACH| 375.00000 3750.00| 505.00000 5050.00| 550.64000 5506.40 MONUMENT, A | | | 0037 615-06505 1.000 EACH| 700.00000 700.00| 495.00000 495.00| 561.76000 561.76 MONUMENT, B | | | 0038 621-01004 2.000 EACH| 210.00000 420.00| 200.00000 400.00| 222.48000 444.96 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.170 Mg | 375.00000 63.75| 350.00000 59.50| 389.34000 66.19 FERTILIZER | | | 0040 621-06554 30.500 kg | 7.00000 213.50| 6.50000 198.25| 7.23000 220.52 SEED MIXTURE, U | | | 0041 621-06565 0.830 Mg | 525.00000 435.75| 5.18000 4.30| 576.22000 478.26 MULCHING MATERIAL | | | 0042 621-06575 1469.400 m2 | 3.50000 5142.90| 3.75000 5510.25| 3.62000 5319.23 SODDING, NURSERY | | | 0043 715-05048 897.400 m | 10.50000 9422.70| 11.25000 10095.75| 10.85000 9736.79 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05149 239.600 m | 93.00000 22282.80| 100.00000 23960.00| 137.29000 32894.68 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05151 28.100 m | 130.00000 3653.00| 110.00000 3091.00| 164.44000 4620.76 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05152 70.600 m | 115.00000 8119.00| 115.00000 8119.00| 149.70000 10568.82 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 718-52610 119.800 m3 | 40.00000 4792.00| 56.00000 6708.80| 41.32000 4950.14 AGGREGATE FOR UNDERDRAINS | | | 0048 718-99153 2427.400 m2 | 2.00000 4854.80| 1.00000 2427.40| 2.00000 4854.80 GEOTEXTILES FOR UNDERDRAIN | | | 0049 720-44000 11.000 EACH| 235.00000 2585.00| 250.00000 2750.00| 783.93000 8623.23 CASTING, ADJUST TO GRADE | | | 0050 720-44296 16.000 EACH| 465.00000 7440.00| 365.00000 5840.00| 617.07000 9873.12 CAP INLET | | | 0051 720-45045 9.000 EACH| 1550.00000 13950.00| 1950.00000 17550.00| 1233.40000 11100.60 INLET, J10 | | | 0052 720-45055 6.000 EACH| 1530.00000 9180.00| 2026.00000 12156.00| 1345.27000 8071.62 INLET, M10 | | | 0053 720-45250 6.000 EACH| 1610.00000 9660.00| 2150.00000 12900.00| 1782.22000 10693.32 CATCH BASIN, K10 | | | 0054 720-45270 1.000 EACH| 1015.00000 1015.00| 418.00000 418.00| 1430.18000 1430.18 PIPE CATCH BASIN, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 720-45410 10.000 EACH| 1700.00000 17000.00| 1440.00000 14400.00| 2274.24000 22742.40 MANHOLE, C4 | | | 0056 720-96127 1.000 EACH| 1875.00000 1875.00| 2500.00000 2500.00| 1848.96000 1848.96 CATCH BASIN, K13 | | | 0057 720-96851 1.000 EACH| 1630.00000 1630.00| 2450.00000 2450.00| 1305.71000 1305.71 INLET, J13 | | | 0058 720-98174 2.000 EACH| 2185.00000 4370.00| 2570.00000 5140.00| 2260.78000 4521.56 INLET, B15 | | | 0059 720-99416 1.000 EACH| 2190.00000 2190.00| 2850.00000 2850.00| 2588.12000 2588.12 CATCH BASIN, B15 | | | 0060 801-01504 38.000 EACH| 23.00000 874.00| 22.00000 836.00| 34.48000 1310.24 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0061 801-01505 13.000 EACH| 35.00000 455.00| 33.00000 429.00| 40.05000 520.65 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0062 801-06203 7224.000 m | 0.45000 3250.80| 0.40000 2889.60| 0.43000 3106.32 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 3546.000 m | 3.10000 10992.60| 2.85000 10106.10| 3.11000 11028.06 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06211 22.000 EACH| 60.00000 1320.00| 55.00000 1210.00| 77.87000 1713.14 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0065 801-06212 13.000 EACH| 85.00000 1105.00| 80.00000 1040.00| 94.55000 1229.15 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0066 801-06216 107.500 m | 7.00000 752.50| 6.50000 698.75| 3.89000 418.18 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0067 801-06577 100.300 m | 19.00000 1905.70| 18.00000 1805.40| 22.25000 2231.68 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0068 801-06625 6.000 EACH| 70.00000 420.00| 64.97000 389.82| 116.80000 700.80 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 13.000 EACH| 160.00000 2080.00| 150.00000 1950.00| 139.05000 1807.65 CONSTRUCTION SIGN, A | | | 0070 801-06710 360.000 DAY | 21.00000 7560.00| 13.00000 4680.00| 13.35000 4806.00 FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 20000.00000 20000.00| 44500.00000 44500.00| 48206.42000 48206.42 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-07118 28.800 m | 29.00000 835.20| 27.00000 777.60| 34.31000 988.13 BARRICADE, III-A | | | 0073 802-05702 18.900 m | 26.00000 491.40| 24.70000 466.83| 46.72000 883.01 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0074 802-76035 13.697 m2 | 250.00000 3424.25| 229.00000 3136.61| 300.35000 4113.89 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 802-76045 4.314 m2 | 225.00000 970.65| 210.00000 905.94| 355.97000 1535.65 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0076 805-01842 8.000 EACH| 760.00000 6080.00| 700.00000 5600.00| 812.05000 6496.40 HANDHOLE, SIGNAL | | | 0078 805-02152 16.000 EACH| 445.00000 7120.00| 410.00000 6560.00| 478.33000 7653.28 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0079 805-02328 2923.200 m | 0.30000 876.96| 0.28000 818.50| 1.39000 4063.25 SIGNAL CABLE, 1C 14GA. | | | 0080 805-02373 738.100 m | 13.00000 9595.30| 12.75000 9410.78| 18.35000 13544.14 INTERCONNECT CABLE, FIBER OPTIC | | | 0081 805-03709 8.000 EACH| 1350.00000 10800.00| 1220.00000 9760.00| 2055.72000 16445.76 SIGNAL SUPPORT FOUNDATION, MODIFIED | | | 0082 805-06592 524.100 m | 35.00000 18343.50| 33.15000 17373.92| 44.50000 23322.45 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0083 805-78100 1.000 EACH| 10900.00000 10900.00| 10000.00000 10000.00| 11568.96000 11568.96 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0084 805-78106 1.000 EACH| 14500.00000 14500.00| 13500.00000 13500.00| 15851.70000 15851.70 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0085 805-78205 12.000 EACH| 850.00000 10200.00| 800.00000 9600.00| 758.66000 9103.92 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0086 805-78230 5.000 EACH| 1400.00000 7000.00| 1285.00000 6425.00| 1245.89000 6229.45 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0087 805-78415 8.000 EACH| 950.00000 7600.00| 878.00000 7024.00| 826.51000 6612.08 SPAN, CATENARY, AND TETHER | | | 0088 805-78420 8.000 EACH| 300.00000 2400.00| 285.00000 2280.00| 208.02000 1664.16 DISCONNECT HANGER | | | 0089 805-78465 27.200 m | 3.30000 89.76| 3.05000 82.96| 6.00000 163.20 SIGNAL CABLE, 2C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 805-78485 1016.700 m | 3.20000 3253.44| 2.95000 2999.27| 4.01000 4076.97 SIGNAL CABLE, 5C 14GA. | | | 0091 805-78490 1119.300 m | 3.50000 3917.55| 3.25000 3637.73| 4.45000 4980.89 SIGNAL CABLE, 7C 14GA. | | | 0092 805-78500 185.600 m | 3.50000 649.60| 3.30000 612.48| 5.56000 1031.94 SIGNAL CABLE, 11C 14GA. | | | 0093 805-78510 719.700 m | 2.70000 1943.19| 2.45000 1763.27| 2.78000 2000.77 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0094 805-78784 16.000 EACH| 245.00000 3920.00| 2.25000 36.00| 196.89000 3150.24 LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0095 805-78785 16.000 EACH| 575.00000 9200.00| 535.00000 8560.00| 828.74000 13259.84 SIGNAL DETECTOR HOUSING | | | 0096 805-78795 730.800 m | 11.00000 8038.80| 10.00000 7308.00| 22.25000 16260.30 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0097 805-78925 2.000 EACH| 675.00000 1350.00| 625.00000 1250.00| 1001.16000 2002.32 CONTROLLER CABINET FOUNDATION, P1 | | | 0098 805-81032 8.000 EACH| 3200.00000 25600.00| 2922.00000 23376.00| 2964.55000 23716.40 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0099 805-96121 16.000 EACH| 105.00000 1680.00| 97.00000 1552.00| 125.70000 2011.20 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0100 808-06701 463.000 m | 1.10000 509.30| 1.00000 463.00| 1.58000 731.54 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0101 808-06703 319.600 m | 1.10000 351.56| 1.00000 319.60| 1.10000 351.56 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0102 808-06705 28.300 m | 3.25000 91.98| 3.01000 85.18| 3.89000 110.09 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0103 808-75240 151.400 m | 1.05000 158.97| 0.95000 143.83| 1.55000 234.67 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0104 808-75245 1649.400 m | 1.05000 1731.87| 0.96000 1583.42| 1.10000 1814.34 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0105 808-75278 66.800 m | 6.00000 400.80| 5.50000 367.40| 5.56000 371.41 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0106 808-75297 100.300 m | 11.25000 1128.38| 10.50000 1053.15| 11.40000 1143.42 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0107 808-75300 457.900 m | 1.75000 801.33| 1.82000 833.38| 2.22000 1016.54 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1609544 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 808-75320 22.000 EACH| 65.00000 1430.00| 59.99000 1319.78| 77.87000 1713.14 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 13.000 EACH| 75.00000 975.00| 72.01000 936.13| 88.99000 1156.87 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 808-75998 231.000 EACH| 29.00000 6699.00| 26.70000 6167.70| 30.59000 7066.29 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0111 808-92027 477.400 m | 2.70000 1288.98| 2.46000 1174.40| 2.51000 1198.27 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0112 202-78515 LUMP| 1700.00000 1700.00| 1590.00000 1590.00| 1905.54000 1905.54 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0113 805-78445 2.000 EACH| 525.00000 1050.00| 487.00000 974.00| 595.13000 1190.26 SIGNAL SERVICE | | | SECTION TOTALS | $ 1,399,941.41| $ 1,493,108.71| $ 1,683,234.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,399,941.41| $ 1,493,108.71| $ 1,683,234.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 20000.00000 20000.00| 44636.94000 44636.94| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| 3413.14000 40957.68| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 80000.00000 80000.00| 74243.63000 74243.63| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9458.01000 9458.01| 14193.93000 14193.93| CLEARING RIGHT OF WAY | | | 0005 202-01896 5.000 EACH| 600.00000 3000.00| 1031.95000 5159.75| DRIVE, REMOVE | | | 0006 202-02241 46.815 m | 8.80000 411.97| 9.37000 438.66| GUARDRAIL, REMOVE | | | 0007 202-02278 1332.200 m | 18.15000 24179.43| 10.42000 13881.52| CURB, CONCRETE, REMOVE | | | 0008 202-52710 787.600 m2 | 7.48000 5891.25| 6.65000 5237.54| SIDEWALK, CONCRETE, REMOVE | | | 0009 202-91385 7.000 EACH| 287.94000 2015.58| 358.55000 2509.85| INLET, REMOVE | | | 0010 202-96133 19.300 m | 52.22000 1007.85| 125.30000 2418.29| PIPE, REMOVE | | | 0011 203-02000 1936.200 m3 | 52.60000 101844.12| 51.17000 99075.35| EXCAVATION, COMMON | | | 0012 205-06933 1.000 EACH| 71.50000 71.50| 76.16000 76.16| TEMPORARY DITCH INLET PROTECTION | | | 0013 207-07500 7036.800 m2 | 5.25000 36943.20| 14.97000 105340.90| SUBGRADE TREATMENT, TYPE C | | | 0014 211-07454 332.600 m3 | 20.52000 6824.95| 19.53000 6495.68| STRUCTURE BACKFILL | | | 0015 301-07448 893.500 Mg | 29.44000 26304.64| 60.21000 53797.64| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-07449 86.600 Mg | 22.68000 1964.09| 64.72000 5604.75| COMPACTED AGGREGATE, NO. 73 | | | 0017 304-07489 126.900 Mg | 178.81000 22690.99| 90.00000 11421.00| HMA PATCHING, TYPE A | | | 0018 306-08043 908.300 m2 | 6.03000 5477.05| 6.46000 5867.62| MILLING, TRANSITION | | | 0019 401-06264 LUMP| 2500.00000 2500.00| 1800.00000 1800.00| PROFILOGRAPH, HMA | | | 0020 401-07333 1922.500 Mg | 53.15000 102180.88| 47.00000 90357.50| QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07384 2665.500 Mg | 44.09000 117521.90| 41.00000 109285.50| QC/QA-HMA, 2, 76, INTERMEDIATE, 12.5 mm | | | 0022 401-07417 3588.800 Mg | 46.57000 167130.42| 36.00000 129196.80| QC/QA-HMA, 2, 76, BASE, 25.0 mm | | | 0023 401-07430 1548.200 Mg | 47.36000 73322.75| 41.00000 63476.20| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0024 402-07441 195.200 Mg | 66.68000 13015.94| 53.00000 10345.60| HMA BASE, TYPE B | | | 0025 405-05517 0.300 Mg | 3033.17000 909.95| 2000.00000 600.00| ASPHALT FOR PRIME COAT | | | 0026 406-05520 15.100 Mg | 634.17000 9575.97| 200.00000 3020.00| ASPHALT FOR TACK COAT | | | 0027 604-06070 2389.100 m2 | 37.85000 90427.44| 33.48000 79987.07| SIDEWALK, CONCRETE | | | 0028 604-07896 30.000 m2 | 186.12000 5583.60| 128.87000 3866.10| CURB RAMP, CONCRETE, B | | | 0029 604-07900 42.000 m2 | 186.12000 7817.04| 128.87000 5412.54| CURB RAMP, CONCRETE, F | | | 0030 604-07901 263.000 m2 | 186.13000 48952.19| 128.87000 33892.81| CURB RAMP. CONCRETE, G | | | 0031 604-07902 7.000 m2 | 185.82000 1300.74| 128.87000 902.09| CURB RAMP, CONCRETE, H | | | 0032 605-06120 519.100 m | 80.93000 42010.76| 82.43000 42789.41| CURB, CONCRETE | | | 0033 605-06140 1342.200 m | 48.95000 65700.69| 67.26000 90276.37| CURB AND GUTTER, CONCRETE | | | 0034 611-05330 196.100 m2 | 65.66000 12875.93| 68.34000 13401.47| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0035 611-95728 2000.700 m2 | 68.95000 137948.27| 66.14000 132326.30| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0036 615-06500 10.000 EACH| 544.50000 5445.00| 732.23000 7322.30| MONUMENT, A | | | 0037 615-06505 1.000 EACH| 555.50000 555.50| 732.24000 732.24| MONUMENT, B | | | 0038 621-01004 2.000 EACH| 220.00000 440.00| 234.31000 468.62| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.170 Mg | 385.00000 65.45| 410.06000 69.71| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06554 30.500 kg | 7.15000 218.08| 7.62000 232.41| SEED MIXTURE, U | | | 0041 621-06565 0.830 Mg | 569.80000 472.93| 606.87000 503.70| MULCHING MATERIAL | | | 0042 621-06575 1469.400 m2 | 3.58000 5260.45| 3.81000 5598.41| SODDING, NURSERY | | | 0043 715-05048 897.400 m | 10.73000 9629.10| 9.96000 8938.10| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0044 715-05149 239.600 m | 110.54000 26485.38| 218.68000 52395.73| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0045 715-05151 28.100 m | 120.28000 3379.87| 253.86000 7133.47| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0046 715-05152 70.600 m | 123.20000 8697.92| 189.17000 13355.40| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 718-52610 119.800 m3 | 40.87000 4896.23| 36.32000 4351.14| AGGREGATE FOR UNDERDRAINS | | | 0048 718-99153 2427.400 m2 | 2.45000 5947.13| 2.34000 5680.12| GEOTEXTILES FOR UNDERDRAIN | | | 0049 720-44000 11.000 EACH| 381.88000 4200.68| 509.04000 5599.44| CASTING, ADJUST TO GRADE | | | 0050 720-44296 16.000 EACH| 406.90000 6510.40| 566.08000 9057.28| CAP INLET | | | 0051 720-45045 9.000 EACH| 1221.69000 10995.21| 1697.92000 15281.28| INLET, J10 | | | 0052 720-45055 6.000 EACH| 1224.17000 7345.02| 1699.40000 10196.40| INLET, M10 | | | 0053 720-45250 6.000 EACH| 1272.52000 7635.12| 1783.55000 10701.30| CATCH BASIN, K10 | | | 0054 720-45270 1.000 EACH| 987.57000 987.57| 1924.36000 1924.36| PIPE CATCH BASIN, 450 mm | | | 0055 720-45410 10.000 EACH| 1628.84000 16288.40| 1694.95000 16949.50| MANHOLE, C4 | | | 0056 720-96127 1.000 EACH| 1330.95000 1330.95| 2432.42000 2432.42| CATCH BASIN, K13 | | | 0057 720-96851 1.000 EACH| 1301.19000 1301.19| 2330.79000 2330.79| INLET, J13 | | | 0058 720-98174 2.000 EACH| 1945.56000 3891.12| 2534.08000 5068.16| INLET, B15 | | | 0059 720-99416 1.000 EACH| 1945.80000 1945.80| 2725.12000 2725.12| CATCH BASIN, B15 | | | 0060 801-01504 38.000 EACH| 39.60000 1504.80| 36.32000 1380.16| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-01505 13.000 EACH| 57.20000 743.60| 42.18000 548.34| TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0062 801-06203 7224.000 m | 0.47000 3395.28| 0.46000 3323.04| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 3546.000 m | 2.75000 9751.50| 3.28000 11630.88| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06211 22.000 EACH| 83.60000 1839.20| 82.01000 1804.22| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0065 801-06212 13.000 EACH| 93.50000 1215.50| 99.58000 1294.54| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0066 801-06216 107.500 m | 8.14000 875.05| 4.10000 440.75| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0067 801-06577 100.300 m | 17.33000 1738.20| 23.43000 2350.03| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 600 mm | | | 0068 801-06625 6.000 EACH| 93.50000 561.00| 123.02000 738.12| DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 13.000 EACH| 126.50000 1644.50| 146.45000 1903.85| CONSTRUCTION SIGN, A | | | 0070 801-06710 360.000 DAY | 14.30000 5148.00| 14.06000 5061.60| FLASHING ARROW SIGN | | | 0071 801-06775 LUMP| 74000.00000 74000.00| 82388.93000 82388.93| MAINTAINING TRAFFIC | | | 0072 801-07118 28.800 m | 35.20000 1013.76| 36.13000 1040.54| BARRICADE, III-A | | | 0073 802-05702 18.900 m | 27.17000 513.51| 37.49000 708.56| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0074 802-76035 13.697 m2 | 251.77000 3448.49| 175.74000 2407.11| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0075 802-76045 4.314 m2 | 230.79000 995.63| 205.03000 884.50| SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0076 805-01842 8.000 EACH| 770.00000 6160.00| 739.26000 5914.08| HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 805-02152 16.000 EACH| 451.00000 7216.00| 404.19000 6467.04| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0079 805-02328 2923.200 m | 0.31000 906.19| 1.11000 3244.75| SIGNAL CABLE, 1C 14GA. | | | 0080 805-02373 738.100 m | 14.03000 10355.54| 9.90000 7307.19| INTERCONNECT CABLE, FIBER OPTIC | | | 0081 805-03709 8.000 EACH| 1342.00000 10736.00| 1901.46000 15211.68| SIGNAL SUPPORT FOUNDATION, MODIFIED | | | 0082 805-06592 524.100 m | 36.47000 19113.93| 48.91000 25633.73| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0083 805-78100 1.000 EACH| 11000.00000 11000.00| 12324.95000 12324.95| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0084 805-78106 1.000 EACH| 14850.00000 14850.00| 16378.59000 16378.59| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0085 805-78205 12.000 EACH| 880.00000 10560.00| 677.17000 8126.04| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0086 805-78230 5.000 EACH| 1413.50000 7067.50| 1177.43000 5887.15| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0087 805-78415 8.000 EACH| 965.80000 7726.40| 1546.48000 12371.84| SPAN, CATENARY, AND TETHER | | | 0088 805-78420 8.000 EACH| 313.50000 2508.00| 234.32000 1874.56| DISCONNECT HANGER | | | 0089 805-78465 27.200 m | 3.36000 91.39| 6.15000 167.28| SIGNAL CABLE, 2C 8GA. | | | 0090 805-78485 1016.700 m | 3.25000 3304.28| 3.66000 3721.12| SIGNAL CABLE, 5C 14GA. | | | 0091 805-78490 1119.300 m | 3.58000 4007.09| 3.92000 4387.66| SIGNAL CABLE, 7C 14GA. | | | 0092 805-78500 185.600 m | 3.63000 673.73| 5.62000 1043.07| SIGNAL CABLE, 11C 14GA. | | | 0093 805-78510 719.700 m | 2.70000 1943.19| 2.28000 1640.92| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0094 805-78784 16.000 EACH| 247.94000 3967.04| 284.69000 4555.04| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0095 805-78785 16.000 EACH| 588.50000 9416.00| 545.95000 8735.20| SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 805-78795 730.800 m | 11.00000 8038.80| 24.60000 17977.68| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0097 805-78925 2.000 EACH| 687.50000 1375.00| 831.82000 1663.64| CONTROLLER CABINET FOUNDATION, P1 | | | 0098 805-81032 8.000 EACH| 3214.20000 25713.60| 3125.76000 25006.08| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0099 805-96121 16.000 EACH| 106.70000 1707.20| 140.59000 2249.44| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0100 808-06701 463.000 m | 1.30000 601.90| 1.66000 768.58| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0101 808-06703 319.600 m | 1.30000 415.48| 1.16000 370.74| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0102 808-06705 28.300 m | 3.65000 103.30| 4.10000 116.03| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0103 808-75240 151.400 m | 1.30000 196.82| 1.63000 246.78| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0104 808-75245 1649.400 m | 1.30000 2144.22| 1.16000 1913.30| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0105 808-75278 66.800 m | 5.48000 366.06| 5.86000 391.45| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0106 808-75297 100.300 m | 10.96000 1099.29| 12.01000 1204.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0107 808-75300 457.900 m | 2.75000 1259.23| 2.34000 1071.49| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0108 808-75320 22.000 EACH| 48.40000 1064.80| 82.01000 1804.22| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0109 808-75325 13.000 EACH| 64.90000 843.70| 93.73000 1218.49| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0110 808-75998 231.000 EACH| 19.58000 4522.98| 32.22000 7442.82| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0111 808-92027 477.400 m | 3.65000 1742.51| 2.65000 1265.11| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 190 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,429,679.95 ROUTE : CALL ORDER : 190 CONTRACT ID : R -26766-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 | |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 202-78515 LUMP| 1749.00000 1749.00| 1148.14000 1148.14| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0113 805-78445 2.000 EACH| 535.70000 1071.40| 550.64000 1101.28| SIGNAL SERVICE | | | SECTION TOTALS | $ 1,698,789.19| $ 1,821,196.98| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,698,789.19| $ 1,821,196.98| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0956013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 7,475,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,568,172.26 101.2464% 3 35-1418333 ROGERS GROUP, INC. $ 7,725,037.40 103.3449% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 8,157,743.00 109.1336% 5 31-4351261 SHELLY & SANDS, INC. $ 8,388,569.26 112.2216% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 59830.00000 59830.00| 57000.00000 57000.00| 177250.00000 177250.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2100.00000 25200.00| 1300.00000 15600.00| 1400.00000 16800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 373750.00000 373750.00| 374202.00000 374202.00| 385000.00000 385000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 85000.00000 85000.00| 110000.00000 110000.00 CLEARING RIGHT OF WAY | | | 0005 202-01901 2.000 EACH| 2300.00000 4600.00| 4000.00000 8000.00| 16916.30000 33832.60 TEMPORARY CROSSOVER, REMOVE | | | 0006 202-02240 7363.000 SYS | 4.37000 32176.31| 4.00000 29452.00| 4.90000 36078.70 PAVEMENT REMOVAL | | | 0007 202-02241 11346.000 LFT | 2.65000 30066.90| 1.50000 17019.00| 1.60000 18153.60 GUARDRAIL, REMOVE | | | 0008 202-02272 6076.000 LFT | 4.42000 26855.92| 2.00000 12152.00| 6.00000 36456.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-60815 80.000 LFT | 9.02000 721.60| 3.50000 280.00| 17.50000 1400.00 CENTER CURB, REMOVE | | | 0010 202-91385 1.000 EACH| 690.00000 690.00| 800.00000 800.00| 2750.00000 2750.00 INLET, REMOVE AND RESET | | | 0011 202-93741 13.000 EACH| 165.00000 2145.00| 105.00000 1365.00| 400.00000 5200.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-99187 500.000 LFT | 0.90000 450.00| 1.90000 950.00| 1.80000 900.00 FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 13350.000 CYS | 8.92000 119082.00| 11.00000 146850.00| 10.00000 133500.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02020 20.000 CYS | 30.36000 607.20| 14.00000 280.00| 150.00000 3000.00 EXCAVATION, UNCLASSIFIED | | | 0015 203-02070 9050.000 CYS | 8.46000 76563.00| 7.00000 63350.00| 11.00000 99550.00 BORROW | | | 0016 203-91878 1000.000 LFT | 7.36000 7360.00| 6.30000 6300.00| 12.30000 12300.00 LINEAR DITCH GRADING | | | 0017 205-06931 80.000 TON | 27.60000 2208.00| 46.36000 3708.80| 65.40000 5232.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06932 100.000 LFT | 8.25000 825.00| 8.00000 800.00| 3.40000 340.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 25.000 EACH| 55.00000 1375.00| 55.00000 1375.00| 40.00000 1000.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 18795.000 LFT | 1.30000 24433.50| 1.25000 23493.75| 1.40000 26313.00 TEMPORARY SILT FENCE | | | 0021 207-07498 19997.000 SYS | 4.17000 83387.49| 15.50000 309953.50| 11.00000 219967.00 SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 425.000 CYS | 15.64000 6647.00| 9.00000 3825.00| 50.00000 21250.00 STRUCTURE BACKFILL | | | 0023 213-08058 6.000 CYS | 441.60000 2649.60| 350.00000 2100.00| 500.00000 3000.00 FLOWABLE BACKFILL | | | 0024 303-01180 21125.000 TON | 14.00000 295750.00| 10.95000 231318.75| 13.00000 274625.00 COMPACTED AGGREGATE, NO. 53 | | | 0025 303-07449 2905.000 TON | 14.00000 40670.00| 8.00000 23240.00| 14.00000 40670.00 COMPACTED AGGREGATE, NO. 73 | | | 0026 304-07491 900.000 TON | 73.90000 66510.00| 72.00000 64800.00| 105.00000 94500.00 HMA PATCHING, TYPE C | | | 0027 304-07492 742.000 TON | 40.00000 29680.00| 57.00000 42294.00| 60.00000 44520.00 WIDENING WITH HMA, TYPE A | | | 0028 305-97019 87451.000 SYS | 1.25000 109313.75| 1.75000 153039.25| 1.40000 122431.40 RUBBLIZED PCCP | | | 0029 306-08033 72139.000 SYS | 0.30000 21641.70| 0.60000 43283.40| 0.50000 36069.50 MILLING, ASPHALT, 1 IN. | | | 0030 306-08039 3301.000 SYS | 3.00000 9903.00| 2.50000 8252.50| 1.50000 4951.50 MILLING, ASPHALT REMOVAL | | | 0031 306-08041 3025.000 SYS | 1.86000 5626.50| 1.75000 5293.75| 1.30000 3932.50 MILLING, CONCRETE PAVEMENT | | | 0032 306-08043 1600.000 SYS | 8.00000 12800.00| 3.00000 4800.00| 1.60000 2560.00 MILLING, TRANSITION | | | 0033 401-06264 LUMP| 5000.00000 5000.00| 1800.00000 1800.00| 6653.40000 6653.40 PROFILOGRAPH, HMA | | | 0034 401-07320 6352.000 TON | 34.00000 215968.00| 34.75000 220732.00| 30.00000 190560.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 401-07329 12465.000 TON | 42.00000 523530.00| 39.90000 497353.50| 32.00000 398880.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0036 401-07389 11542.000 TON | 26.00000 300092.00| 23.50000 271237.00| 25.00000 288550.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07399 22538.000 TON | 28.00000 631064.00| 27.25000 614160.50| 25.00000 563450.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0038 401-07409 35254.000 TON | 25.00000 881350.00| 24.10000 849621.40| 22.00000 775588.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0039 401-07422 19651.000 TON | 25.00000 491275.00| 25.70000 505030.70| 27.00000 530577.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0040 401-07429 13078.000 TON | 31.50000 411957.00| 35.75000 467538.50| 27.80000 363568.40 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0041 402-07453 10827.000 TON | 33.00000 357291.00| 33.65000 364328.55| 30.00000 324810.00 HMA FOR TEMPORARY PAVEMENT | | | 0042 405-05517 170.000 TON | 305.00000 51850.00| 225.00000 38250.00| 290.00000 49300.00 ASPHALT FOR PRIME COAT | | | 0043 406-05520 156.000 TON | 195.00000 30420.00| 172.00000 26832.00| 200.00000 31200.00 ASPHALT FOR TACK COAT | | | 0044 601-01128 6.000 EACH| 1100.00000 6600.00| 1375.00000 8250.00| 1236.00000 7416.00 GUARDRAIL TRANSITION TYPE WGB | | | 0045 601-01128 2.000 EACH| 900.00000 1800.00| 1370.00000 2740.00| 1000.00000 2000.00 GUARDRAIL TRANSITION TYPE WGB , | | | TEMPORARY | | | 0047 601-01839 2.000 EACH| 1800.00000 3600.00| 1550.00000 3100.00| 680.00000 1360.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0048 601-02206 100.000 LFT | 9.00000 900.00| 7.25000 725.00| 12.50000 1250.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0049 601-02436 2.000 EACH| 1900.00000 3800.00| 3300.00000 6600.00| 1775.00000 3550.00 GUARDRAIL END TREATMENT, MS, TEMPORARY | | | BRIDGE APPROACHES | | | 0050 601-05071 1.000 EACH| 1900.00000 1900.00| 1865.00000 1865.00| 17250.00000 17250.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0051 601-06855 16.000 EACH| 800.00000 12800.00| 750.00000 12000.00| 8200.00000 131200.00 GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0052 601-07024 1.000 EACH| 8900.00000 8900.00| 4075.00000 4075.00| 550.00000 550.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0053 601-94689 12.000 EACH| 2300.00000 27600.00| 1800.00000 21600.00| 2000.00000 24000.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 601-94690 2.000 EACH| 3300.00000 6600.00| 3025.00000 6050.00| 2100.00000 4200.00 GUARDRAIL END TREATMENT, MS | | | 0055 601-97080 14.000 EACH| 1900.00000 26600.00| 1950.00000 27300.00| 2000.00000 28000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0056 601-97774 1.000 EACH| 1000.00000 1000.00| 875.00000 875.00| 1150.00000 1150.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0057 601-97803 1.000 EACH| 2700.00000 2700.00| 2000.00000 2000.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0058 601-99105 17430.000 LFT | 13.10000 228333.00| 10.75000 187372.50| 11.40000 198702.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0059 601-99108 780.000 LFT | 19.00000 14820.00| 17.00000 13260.00| 17.40000 13572.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0060 601-99108 360.000 LFT | 13.00000 4680.00| 5.80000 2088.00| 12.50000 4500.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING , TEMPORARY | | | 0061 602-06639 100.000 LFT | 50.00000 5000.00| 40.00000 4000.00| 33.30000 3330.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0062 603-06040 500.000 LFT | 6.60000 3300.00| 7.75000 3875.00| 5.60000 2800.00 FENCE, FARM FIELD, 47 IN. | | | 0063 603-93088 100.000 LFT | 7.70000 770.00| 7.00000 700.00| 10.90000 1090.00 FENCE, FARM FIELD, REPAIR | | | 0064 606-07484 96032.000 LFT | 0.14000 13444.48| 0.12000 11523.84| 0.10000 9603.20 MILLED HMA SHOULDER CORRUGATIONS | | | 0065 607-95754 200.000 LFT | 1.38000 276.00| 4.90000 980.00| 33.30000 6660.00 PAVED SIDE DITCH, BREAK | | | 0066 610-07486 2843.000 TON | 50.00000 142150.00| 61.75000 175555.25| 45.00000 127935.00 HMA FOR APPROACHES, TYPE A | | | 0067 611-52817 2.000 EACH| 27000.00000 54000.00| 22500.00000 45000.00| 10629.50000 21259.00 TEMPORARY CROSSOVER, B | | | 0068 611-95023 6.000 EACH| 180.00000 1080.00| 165.00000 990.00| 109.40000 656.40 MAILBOX ASSEMBLY, RESET | | | 0069 615-06510 5.000 EACH| 300.00000 1500.00| 410.00000 2050.00| 375.20000 1876.00 MONUMENT, C | | | 0070 616-02320 20406.000 SYS | 1.66000 33873.96| 1.00000 20406.00| 1.40000 28568.40 GEOTEXTILES | | | 0071 616-05688 1469.000 TON | 36.80000 54059.20| 22.00000 32318.00| 27.00000 39663.00 RIPRAP, CLASS 1 | | | 0072 616-06405 10940.000 TON | 26.68000 291879.20| 20.00000 218800.00| 15.50000 169570.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 616-06451 1185.000 TON | 31.28000 37066.80| 25.00000 29625.00| 22.00000 26070.00 RIPRAP, UNIFORM | | | 0074 621-01004 2.000 EACH| 220.00000 440.00| 400.00000 800.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0075 621-02363 85000.000 SYS | 0.22000 18700.00| 0.17000 14450.00| 0.20000 17000.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0076 621-02770 200.000 SYS | 2.20000 440.00| 2.25000 450.00| 1.60000 320.00 EROSION CONTROL BLANKET | | | 0077 621-06559 85000.000 SYS | 0.28000 23800.00| 0.29000 24650.00| 0.30000 25500.00 MULCHED SEEDING, R | | | 0078 621-06574 712.000 SYS | 6.40000 4556.80| 3.25000 2314.00| 3.60000 2563.20 SODDING | | | 0079 715-01354 1113.000 LFT | 8.19000 9115.47| 18.00000 20034.00| 20.00000 22260.00 CLEAN EXISTING PIPE | | | 0080 715-02397 2.000 EACH| 2300.00000 4600.00| 1500.00000 3000.00| 3000.00000 6000.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0081 715-02628 5.000 EACH| 460.00000 2300.00| 375.00000 1875.00| 1500.00000 7500.00 SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0082 715-02630 1.000 EACH| 901.60000 901.60| 700.00000 700.00| 1900.00000 1900.00 SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0083 715-04618 1.000 EACH| 1812.40000 1812.40| 1200.00000 1200.00| 2500.00000 2500.00 SAFETY METAL END SECTION, 6:1, 30 IN. | | | 0084 715-05019 50.000 LFT | 59.80000 2990.00| 43.00000 2150.00| 90.00000 4500.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0085 715-05048 5357.000 LFT | 1.98000 10606.86| 3.00000 16071.00| 2.20000 11785.40 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0086 715-05053 6937.000 LFT | 7.50000 52027.50| 10.00000 69370.00| 8.50000 58964.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0087 715-05118 103.000 LFT | 34.78000 3582.34| 26.00000 2678.00| 600.00000 61800.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0088 715-05119 1010.000 LFT | 24.84000 25088.40| 21.00000 21210.00| 45.00000 45450.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0089 715-05121 279.000 LFT | 37.72000 10523.88| 30.00000 8370.00| 65.00000 18135.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0090 715-05123 100.000 LFT | 38.64000 3864.00| 39.00000 3900.00| 95.00000 9500.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0091 715-05169 159.000 LFT | 34.96000 5558.64| 33.00000 5247.00| 60.00000 9540.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0092 715-05173 30.000 LFT | 34.04000 1021.20| 45.00000 1350.00| 85.00000 2550.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 715-05175 5.000 LFT | 104.88000 524.40| 115.00000 575.00| 430.00000 2150.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0094 715-05203 84967.000 LFT | 1.06000 90065.02| 1.32000 112156.44| 1.30000 110457.10 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0095 715-05242 5.000 LFT | 114.08000 570.40| 125.00000 625.00| 432.00000 2160.00 PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0096 715-05244 4.000 LFT | 141.68000 566.72| 153.00000 612.00| 550.00000 2200.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0097 715-05842 2.000 EACH| 834.44000 1668.88| 850.00000 1700.00| 1100.00000 2200.00 CONCRETE ANCHOR, 42 IN. | | | 0098 715-06501 1.000 EACH| 917.24000 917.24| 1000.00000 1000.00| 2900.00000 2900.00 CONCRETE ANCHOR, MIN. AREA 8.9 SQ. FT. | | | 0099 715-07090 1.000 EACH| 1196.00000 1196.00| 1000.00000 1000.00| 1500.00000 1500.00 CONCRETE ANCHOR, MIN. AREA 11.6 SFT. | | | 0100 715-46000 3.000 EACH| 173.88000 521.64| 185.00000 555.00| 590.00000 1770.00 PIPE END SECTION, 12 IN. | | | 0101 715-46005 13.000 EACH| 190.44000 2475.72| 200.00000 2600.00| 630.00000 8190.00 PIPE END SECTION, 15 IN. | | | 0102 715-46010 5.000 EACH| 211.60000 1058.00| 210.00000 1050.00| 630.00000 3150.00 PIPE END SECTION, 18 IN. | | | 0103 715-46020 5.000 EACH| 253.00000 1265.00| 250.00000 1250.00| 710.00000 3550.00 PIPE END SECTION, 24 IN. | | | 0104 715-46040 2.000 EACH| 502.32000 1004.64| 450.00000 900.00| 915.00000 1830.00 PIPE END SECTION, 36 IN. | | | 0105 715-95325 160.000 LFT | 106.72000 17075.20| 40.00000 6400.00| 40.00000 6400.00 INVERT, CONCRETE PAVED | | | 0106 718-06526 2791.000 TON | 35.00000 97685.00| 38.00000 106058.00| 33.40000 93219.40 HMA FOR UNDERDRAINS | | | 0107 718-06529 182.000 EACH| 383.64000 69822.48| 500.00000 91000.00| 460.00000 83720.00 OUTLET PROTECTOR, 2 | | | 0108 718-06532 10000.000 LFT | 0.90000 9000.00| 1.35000 13500.00| 1.00000 10000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0109 718-06809 2.000 EACH| 1104.00000 2208.00| 1200.00000 2400.00| 1325.00000 2650.00 UNDERDRAIN REPAIR | | | 0110 718-52610 2889.000 CYS | 24.38000 70433.82| 15.00000 43335.00| 29.20000 84358.80 AGGREGATE FOR UNDERDRAINS | | | 0111 718-99153 3428.000 SYS | 0.74000 2536.72| 0.44000 1508.32| 1.00000 3428.00 GEOTEXTILES FOR UNDERDRAIN | | | 0112 720-91246 4.000 EACH| 2668.00000 10672.00| 2000.00000 8000.00| 2050.00000 8200.00 INLET, N12A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 725-06857 245.000 LFT | 57.39000 14060.55| 57.39000 14060.55| 55.00000 13475.00 PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0114 725-06858 1081.000 LFT | 82.23000 88890.63| 82.23000 88890.63| 80.00000 86480.00 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0115 725-06859 345.000 LFT | 115.50000 39847.50| 115.50000 39847.50| 115.00000 39675.00 PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0116 725-06867 237.000 LFT | 51.58000 12224.46| 51.58000 12224.46| 45.00000 10665.00 PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0117 725-06872 591.000 LFT | 93.33000 55158.03| 93.33000 55158.03| 95.00000 56145.00 PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0118 725-06873 211.000 LFT | 159.67000 33690.37| 159.67000 33690.37| 165.00000 34815.00 PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0119 801-03290 19.000 EACH| 103.00000 1957.00| 110.00000 2090.00| 148.00000 2812.00 CONSTRUCTION SIGN, C | | | 0120 801-04308 23.000 EACH| 175.00000 4025.00| 210.00000 4830.00| 290.00000 6670.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0121 801-06203 82200.000 LFT | 0.08000 6576.00| 0.09000 7398.00| 0.50000 41100.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0122 801-06207 82200.000 LFT | 0.60000 49320.00| 0.85000 69870.00| 1.00000 82200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0123 801-06216 156.000 LFT | 3.00000 468.00| 4.00000 624.00| 5.00000 780.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0124 801-06640 107.000 EACH| 69.00000 7383.00| 105.00000 11235.00| 90.00000 9630.00 CONSTRUCTION SIGN, A | | | 0125 801-06645 8.000 EACH| 30.00000 240.00| 40.00000 320.00| 48.00000 384.00 CONSTRUCTION SIGN, B | | | 0126 801-06710 400.000 DAY | 10.00000 4000.00| 12.00000 4800.00| 13.00000 5200.00 FLASHING ARROW SIGN | | | 0127 801-06775 LUMP| 89517.63000 89517.63| 97660.00000 97660.00| 83000.00000 83000.00 MAINTAINING TRAFFIC | | | 0128 801-07119 1104.000 LFT | 7.00000 7728.00| 7.78000 8589.12| 9.00000 9936.00 BARRICADE, III-B | | | 0129 801-97643 1728.000 LFT | 3.00000 5184.00| 4.70000 8121.60| 4.00000 6912.00 TEMPORARY BUZZ STRIPS | | | 0130 801-99182 2.000 EACH| 4990.00000 9980.00| 4750.00000 9500.00| 6300.00000 12600.00 TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0131 802-05701 533.000 LFT | 15.00000 7995.00| 9.25000 4930.25| 13.00000 6929.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 802-76025 70.600 SFT | 30.00000 2118.00| 15.75000 1111.95| 14.00000 988.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0133 804-04435 142.000 EACH| 4.00000 568.00| 5.70000 809.40| 5.00000 710.00 DELINEATOR POST, REMOVE | | | 0134 804-06771 192.000 EACH| 20.00000 3840.00| 22.25000 4272.00| 34.00000 6528.00 DELINEATOR POST, FLEXIBLE | | | 0135 808-06368 156.000 LFT | 2.50000 390.00| 3.00000 468.00| 3.50000 546.00 TRANSVERSE MARKING, REMOVE | | | 0136 808-06701 12760.000 LFT | 0.22000 2807.20| 0.21000 2679.60| 0.30000 3828.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0137 808-06703 53170.000 LFT | 0.22000 11697.40| 0.21000 11165.70| 0.30000 15951.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0138 808-06716 5500.000 LFT | 0.23000 1265.00| 0.37000 2035.00| 0.40000 2200.00 LINE, REMOVE | | | 0139 808-75245 46620.000 LFT | 0.22000 10256.40| 0.21000 9790.20| 0.30000 13986.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0140 808-75297 182.000 LFT | 2.50000 455.00| 2.50000 455.00| 5.00000 910.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0141 808-75998 741.000 EACH| 17.50000 12967.50| 17.45000 12930.45| 25.00000 18525.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0142 105-06657 40.000 MOS | 80.00000 3200.00| 100.00000 4000.00| 220.00000 8800.00 PHONE, CELLULAR | | | 0143 202-05677 1.000 EACH| 500.00000 500.00| 750.00000 750.00| 3500.00000 3500.00 BARRIER ISLAND, REMOVE | | | 0144 305-91919 200.000 LFT | 10.00000 2000.00| 5.00000 1000.00| 5.00000 1000.00 JOINT AND CRACK CLEANING AND SEALING | | | FOR PAVED SIDE DITCH | | | 0145 601-04756 1.000 EACH| 11900.00000 11900.00| 575.00000 575.00| 12000.00000 12000.00 ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0146 802-94715 LUMP| 5000.00000 5000.00| 3215.00000 3215.00| 6000.00000 6000.00 SIGNS, SHEET, REMOVE AND RESET | | | 0147 808-06705 50.000 LFT | 2.00000 100.00| 2.00000 100.00| 1.50000 75.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0148 808-75215 65.000 LFT | 2.25000 146.25| 2.25000 146.25| 2.00000 130.00 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-1418333 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,475,000.00| $ 7,568,172.26| $ 7,725,037.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,475,000.00| $ 7,568,172.26| $ 7,725,037.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 60000.00000 60000.00| 55000.00000 55000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 3000.00000 36000.00| 1495.00000 17940.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 260927.00000 260927.00| 400000.00000 400000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 72000.00000 72000.00| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0005 202-01901 2.000 EACH| 16550.00000 33100.00| 2635.87000 5271.74| TEMPORARY CROSSOVER, REMOVE | | | 0006 202-02240 7363.000 SYS | 4.00000 29452.00| 9.69000 71347.47| PAVEMENT REMOVAL | | | 0007 202-02241 11346.000 LFT | 1.70000 19288.20| 1.58000 17926.68| GUARDRAIL, REMOVE | | | 0008 202-02272 6076.000 LFT | 7.20000 43747.20| 5.06000 30744.56| PAVED SIDE DITCH, REMOVE | | | 0009 202-60815 80.000 LFT | 13.00000 1040.00| 10.33000 826.40| CENTER CURB, REMOVE | | | 0010 202-91385 1.000 EACH| 931.79000 931.79| 790.76000 790.76| INLET, REMOVE AND RESET | | | 0011 202-93741 13.000 EACH| 110.00000 1430.00| 110.71000 1439.23| GUARD RAIL END TREATMENT, REMOVE | | | 0012 202-99187 500.000 LFT | 2.00000 1000.00| 2.00000 1000.00| FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 13350.000 CYS | 15.50000 206925.00| 10.23000 136570.50| EXCAVATION, COMMON | | | 0014 203-02020 20.000 CYS | 32.00000 640.00| 34.79000 695.80| EXCAVATION, UNCLASSIFIED | | | 0015 203-02070 9050.000 CYS | 13.50000 122175.00| 9.70000 87785.00| BORROW | | | 0016 203-91878 1000.000 LFT | 4.00000 4000.00| 8.43000 8430.00| LINEAR DITCH GRADING | | | 0017 205-06931 80.000 TON | 34.00000 2720.00| 31.63000 2530.40| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06932 100.000 LFT | 8.80000 880.00| 8.70000 870.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 25.000 EACH| 58.00000 1450.00| 57.99000 1449.75| TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06937 18795.000 LFT | 1.40000 26313.00| 1.37000 25749.15| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 207-07498 19997.000 SYS | 12.00000 239964.00| 2.48000 49592.56| SUBGRADE TREATMENT, TYPE A | | | 0022 211-07454 425.000 CYS | 9.90000 4207.50| 17.92000 7616.00| STRUCTURE BACKFILL | | | 0023 213-08058 6.000 CYS | 85.00000 510.00| 506.09000 3036.54| FLOWABLE BACKFILL | | | 0024 303-01180 21125.000 TON | 14.50000 306312.50| 16.60000 350675.00| COMPACTED AGGREGATE, NO. 53 | | | 0025 303-07449 2905.000 TON | 13.50000 39217.50| 21.10000 61295.50| COMPACTED AGGREGATE, NO. 73 | | | 0026 304-07491 900.000 TON | 62.00000 55800.00| 54.60000 49140.00| HMA PATCHING, TYPE C | | | 0027 304-07492 742.000 TON | 61.00000 45262.00| 75.00000 55650.00| WIDENING WITH HMA, TYPE A | | | 0028 305-97019 87451.000 SYS | 1.70000 148666.70| 1.42000 124180.42| RUBBLIZED PCCP | | | 0029 306-08033 72139.000 SYS | 0.55000 39676.45| 0.50000 36069.50| MILLING, ASPHALT, 1 IN. | | | 0030 306-08039 3301.000 SYS | 4.50000 14854.50| 3.50000 11553.50| MILLING, ASPHALT REMOVAL | | | 0031 306-08041 3025.000 SYS | 1.40000 4235.00| 3.00000 9075.00| MILLING, CONCRETE PAVEMENT | | | 0032 306-08043 1600.000 SYS | 5.00000 8000.00| 2.65000 4240.00| MILLING, TRANSITION | | | 0033 401-06264 LUMP| 5500.00000 5500.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0034 401-07320 6352.000 TON | 35.00000 222320.00| 38.00000 241376.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0035 401-07329 12465.000 TON | 44.00000 548460.00| 49.00000 610785.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0036 401-07389 11542.000 TON | 27.00000 311634.00| 32.00000 369344.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07399 22538.000 TON | 32.00000 721216.00| 33.50000 755023.00| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0038 401-07409 35254.000 TON | 28.50000 1004739.00| 29.50000 1039993.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0039 401-07422 19651.000 TON | 27.50000 540402.50| 29.50000 579704.50| QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0040 401-07429 13078.000 TON | 33.00000 431574.00| 30.00000 392340.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0041 402-07453 10827.000 TON | 32.00000 346464.00| 43.00000 465561.00| HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 405-05517 170.000 TON | 320.00000 54400.00| 200.00000 34000.00| ASPHALT FOR PRIME COAT | | | 0043 406-05520 156.000 TON | 170.00000 26520.00| 150.00000 23400.00| ASPHALT FOR TACK COAT | | | 0044 601-01128 6.000 EACH| 1500.00000 9000.00| 1449.73000 8698.38| GUARDRAIL TRANSITION TYPE WGB | | | 0045 601-01128 2.000 EACH| 1500.00000 3000.00| 1444.46000 2888.92| GUARDRAIL TRANSITION TYPE WGB , | | | TEMPORARY | | | 0047 601-01839 2.000 EACH| 1600.00000 3200.00| 1634.24000 3268.48| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0048 601-02206 100.000 LFT | 7.70000 770.00| 7.64000 764.00| TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0049 601-02436 2.000 EACH| 3500.00000 7000.00| 3479.35000 6958.70| GUARDRAIL END TREATMENT, MS, TEMPORARY | | | BRIDGE APPROACHES | | | 0050 601-05071 1.000 EACH| 2000.00000 2000.00| 1966.36000 1966.36| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0051 601-06855 16.000 EACH| 800.00000 12800.00| 790.76000 12652.16| GUARDRAIL, W-BEAM, CABLE TERMINAL ANCHOR| | | 0052 601-07024 1.000 EACH| 4300.00000 4300.00| 4296.47000 4296.47| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0053 601-94689 12.000 EACH| 1900.00000 22800.00| 1897.83000 22773.96| GUARDRAIL END TREATMENT, OS | | | 0054 601-94690 2.000 EACH| 3200.00000 6400.00| 3189.40000 6378.80| GUARDRAIL END TREATMENT, MS | | | 0055 601-97080 14.000 EACH| 2100.00000 29400.00| 2055.98000 28783.72| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0056 601-97774 1.000 EACH| 930.00000 930.00| 922.55000 922.55| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0057 601-97803 1.000 EACH| 2100.00000 2100.00| 2108.69000 2108.69| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0058 601-99105 17430.000 LFT | 11.00000 191730.00| 11.33000 197481.90| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0059 601-99108 780.000 LFT | 18.00000 14040.00| 17.92000 13977.60| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 601-99108 360.000 LFT | 6.20000 2232.00| 6.12000 2203.20| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING , TEMPORARY | | | 0061 602-06639 100.000 LFT | 78.00000 7800.00| 32.27000 3227.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0062 603-06040 500.000 LFT | 8.20000 4100.00| 8.17000 4085.00| FENCE, FARM FIELD, 47 IN. | | | 0063 603-93088 100.000 LFT | 7.40000 740.00| 7.38000 738.00| FENCE, FARM FIELD, REPAIR | | | 0064 606-07484 96032.000 LFT | 0.28000 26888.96| 0.09000 8642.88| MILLED HMA SHOULDER CORRUGATIONS | | | 0065 607-95754 200.000 LFT | 2.50000 500.00| 1.58000 316.00| PAVED SIDE DITCH, BREAK | | | 0066 610-07486 2843.000 TON | 61.00000 173423.00| 52.00000 147836.00| HMA FOR APPROACHES, TYPE A | | | 0067 611-52817 2.000 EACH| 7700.00000 15400.00| 16200.00000 32400.00| TEMPORARY CROSSOVER, B | | | 0068 611-95023 6.000 EACH| 130.00000 780.00| 292.31000 1753.86| MAILBOX ASSEMBLY, RESET | | | 0069 615-06510 5.000 EACH| 430.00000 2150.00| 1012.17000 5060.85| MONUMENT, C | | | 0070 616-02320 20406.000 SYS | 2.00000 40812.00| 1.90000 38771.40| GEOTEXTILES | | | 0071 616-05688 1469.000 TON | 31.00000 45539.00| 42.17000 61947.73| RIPRAP, CLASS 1 | | | 0072 616-06405 10940.000 TON | 28.00000 306320.00| 30.58000 334545.20| RIPRAP, REVETMENT | | | 0073 616-06451 1185.000 TON | 23.00000 27255.00| 35.85000 42482.25| RIPRAP, UNIFORM | | | 0074 621-01004 2.000 EACH| 230.00000 460.00| 231.96000 463.92| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0075 621-02363 85000.000 SYS | 0.23000 19550.00| 0.23000 19550.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0076 621-02770 200.000 SYS | 2.30000 460.00| 2.32000 464.00| EROSION CONTROL BLANKET | | | 0077 621-06559 85000.000 SYS | 0.30000 25500.00| 0.30000 25500.00| MULCHED SEEDING, R | | | 0078 621-06574 712.000 SYS | 6.80000 4841.60| 6.75000 4806.00| SODDING | | | 0079 715-01354 1113.000 LFT | 21.00000 23373.00| 9.38000 10439.94| CLEAN EXISTING PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 715-02397 2.000 EACH| 1600.00000 3200.00| 2635.87000 5271.74| SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0081 715-02628 5.000 EACH| 340.00000 1700.00| 527.17000 2635.85| SAFETY METAL END SECTION, 6:1, 15 IN. | | | 0082 715-02630 1.000 EACH| 680.00000 680.00| 1033.26000 1033.26| SAFETY METAL END SECTION, 6:1, 24 IN. | | | 0083 715-04618 1.000 EACH| 1500.00000 1500.00| 2077.06000 2077.06| SAFETY METAL END SECTION, 6:1, 30 IN. | | | 0084 715-05019 50.000 LFT | 39.00000 1950.00| 68.53000 3426.50| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0085 715-05048 5357.000 LFT | 2.10000 11249.70| 2.27000 12160.39| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0086 715-05053 6937.000 LFT | 10.00000 69370.00| 8.59000 59588.83| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0087 715-05118 103.000 LFT | 19.00000 1957.00| 39.85000 4104.55| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0088 715-05119 1010.000 LFT | 19.00000 19190.00| 28.47000 28754.70| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0089 715-05121 279.000 LFT | 26.00000 7254.00| 43.23000 12061.17| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0090 715-05123 100.000 LFT | 30.00000 3000.00| 44.28000 4428.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0091 715-05169 159.000 LFT | 24.00000 3816.00| 40.07000 6371.13| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0092 715-05173 30.000 LFT | 31.00000 930.00| 39.01000 1170.30| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0093 715-05175 5.000 LFT | 71.00000 355.00| 120.20000 601.00| PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0094 715-05203 84967.000 LFT | 1.10000 93463.70| 1.21000 102810.07| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0095 715-05242 5.000 LFT | 130.00000 650.00| 130.74000 653.70| PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0096 715-05244 4.000 LFT | 180.00000 720.00| 162.37000 649.48| PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | | SQ. FT. | | | 0097 715-05842 2.000 EACH| 1500.00000 3000.00| 956.30000 1912.60| CONCRETE ANCHOR, 42 IN. | | | 0098 715-06501 1.000 EACH| 1600.00000 1600.00| 1051.18000 1051.18| CONCRETE ANCHOR, MIN. AREA 8.9 SQ. FT. | | | 0099 715-07090 1.000 EACH| 1700.00000 1700.00| 1370.65000 1370.65| CONCRETE ANCHOR, MIN. AREA 11.6 SFT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 715-46000 3.000 EACH| 240.00000 720.00| 199.27000 597.81| PIPE END SECTION, 12 IN. | | | 0101 715-46005 13.000 EACH| 250.00000 3250.00| 218.25000 2837.25| PIPE END SECTION, 15 IN. | | | 0102 715-46010 5.000 EACH| 270.00000 1350.00| 242.50000 1212.50| PIPE END SECTION, 18 IN. | | | 0103 715-46020 5.000 EACH| 310.00000 1550.00| 289.95000 1449.75| PIPE END SECTION, 24 IN. | | | 0104 715-46040 2.000 EACH| 500.00000 1000.00| 575.68000 1151.36| PIPE END SECTION, 36 IN. | | | 0105 715-95325 160.000 LFT | 42.00000 6720.00| 122.30000 19568.00| INVERT, CONCRETE PAVED | | | 0106 718-06526 2791.000 TON | 39.00000 108849.00| 58.38000 162938.58| HMA FOR UNDERDRAINS | | | 0107 718-06529 182.000 EACH| 390.00000 70980.00| 439.66000 80018.12| OUTLET PROTECTOR, 2 | | | 0108 718-06532 10000.000 LFT | 1.00000 10000.00| 0.95000 9500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0109 718-06809 2.000 EACH| 1100.00000 2200.00| 1265.22000 2530.44| UNDERDRAIN REPAIR | | | 0110 718-52610 2889.000 CYS | 29.00000 83781.00| 27.94000 80718.66| AGGREGATE FOR UNDERDRAINS | | | 0111 718-99153 3428.000 SYS | 1.20000 4113.60| 0.84000 2879.52| GEOTEXTILES FOR UNDERDRAIN | | | 0112 720-91246 4.000 EACH| 1900.00000 7600.00| 3057.61000 12230.44| INLET, N12A | | | 0113 725-06857 245.000 LFT | 61.00000 14945.00| 60.51000 14824.95| PIPE LINER, THERMOPLASTIC, 24 IN. | | | 0114 725-06858 1081.000 LFT | 87.00000 94047.00| 86.70000 93722.70| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0115 725-06859 345.000 LFT | 120.00000 41400.00| 121.78000 42014.10| PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0116 725-06867 237.000 LFT | 55.00000 13035.00| 54.38000 12888.06| PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0117 725-06872 591.000 LFT | 99.00000 58509.00| 98.40000 58154.40| PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0118 725-06873 211.000 LFT | 170.00000 35870.00| 168.35000 35521.85| PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0119 801-03290 19.000 EACH| 140.00000 2660.00| 108.60000 2063.40| CONSTRUCTION SIGN, C | | | 0120 801-04308 23.000 EACH| 290.00000 6670.00| 184.51000 4243.73| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 801-06203 82200.000 LFT | 0.10000 8220.00| 0.08000 6576.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0122 801-06207 82200.000 LFT | 0.80000 65760.00| 0.63000 51786.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0123 801-06216 156.000 LFT | 4.60000 717.60| 3.16000 492.96| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0124 801-06640 107.000 EACH| 90.00000 9630.00| 72.75000 7784.25| CONSTRUCTION SIGN, A | | | 0125 801-06645 8.000 EACH| 48.00000 384.00| 31.63000 253.04| CONSTRUCTION SIGN, B | | | 0126 801-06710 400.000 DAY | 13.00000 5200.00| 10.54000 4216.00| FLASHING ARROW SIGN | | | 0127 801-06775 LUMP| 82000.00000 82000.00| 62101.06000 62101.06| MAINTAINING TRAFFIC | | | 0128 801-07119 1104.000 LFT | 9.30000 10267.20| 7.38000 8147.52| BARRICADE, III-B | | | 0129 801-97643 1728.000 LFT | 4.10000 7084.80| 3.16000 5460.48| TEMPORARY BUZZ STRIPS | | | 0130 801-99182 2.000 EACH| 6100.00000 12200.00| 5261.20000 10522.40| TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0131 802-05701 533.000 LFT | 9.80000 5223.40| 22.93000 12221.69| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0132 802-76025 70.600 SFT | 17.00000 1200.20| 30.10000 2125.06| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0133 804-04435 142.000 EACH| 6.00000 852.00| 10.75000 1526.50| DELINEATOR POST, REMOVE | | | 0134 804-06771 192.000 EACH| 24.00000 4608.00| 56.14000 10778.88| DELINEATOR POST, FLEXIBLE | | | 0135 808-06368 156.000 LFT | 3.60000 561.60| 2.64000 411.84| TRANSVERSE MARKING, REMOVE | | | 0136 808-06701 12760.000 LFT | 0.24000 3062.40| 0.23000 2934.80| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0137 808-06703 53170.000 LFT | 0.24000 12760.80| 0.23000 12229.10| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0138 808-06716 5500.000 LFT | 0.34000 1870.00| 0.24000 1320.00| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 210 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 8,655,562.20 ROUTE : 37 CALL ORDER : 210 CONTRACT ID : R -27009-A COUNTIES : MORGAN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 31-4351261 | |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 808-75245 46620.000 LFT | 0.24000 11188.80| 0.23000 10722.60| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0140 808-75297 182.000 LFT | 4.90000 891.80| 2.64000 480.48| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0141 808-75998 741.000 EACH| 25.00000 18525.00| 18.45000 13671.45| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0142 105-06657 40.000 MOS | 200.00000 8000.00| 84.35000 3374.00| PHONE, CELLULAR | | | 0143 202-05677 1.000 EACH| 3000.00000 3000.00| 2772.60000 2772.60| BARRIER ISLAND, REMOVE | | | 0144 305-91919 200.000 LFT | 11.00000 2200.00| 6.31000 1262.00| JOINT AND CRACK CLEANING AND SEALING | | | FOR PAVED SIDE DITCH | | | 0145 601-04756 1.000 EACH| 610.00000 610.00| 606.25000 606.25| ENERGY ABSORBING TERMINAL, SPARE PARTS | | | PACKAGE | | | 0146 802-94715 LUMP| 3400.00000 3400.00| 9663.09000 9663.09| SIGNS, SHEET, REMOVE AND RESET | | | 0147 808-06705 50.000 LFT | 1.70000 85.00| 2.11000 105.50| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0148 808-75215 65.000 LFT | 2.40000 156.00| 2.37000 154.05| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | SECTION TOTALS | $ 8,157,743.00| $ 8,388,569.26| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,157,743.00| $ 8,388,569.26| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 216 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,687.28 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27074-B COUNTIES : BARTHOLOMEW LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 12/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9903016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,797,912.55 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,904,500.00 105.9284% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 1,933,610.00 107.5475% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP| 35500.00000 35500.00| 35200.00000 35200.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1360.00000 12240.00| 600.00000 5400.00| 1750.00000 15750.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 115379.00000 115379.00| 92000.00000 92000.00| 96700.00000 96700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 51000.00000 51000.00| 85000.00000 85000.00| 90000.00000 90000.00 CLEARING AND GRUBBING | | | 0005 202-02255 5.000 EACH| 450.00000 2250.00| 890.00000 4450.00| 600.00000 3000.00 TREE, 18 IN., REMOVE | | | 0006 202-02260 13.000 EACH| 750.00000 9750.00| 1400.00000 18200.00| 800.00000 10400.00 TREE, 30 IN., REMOVE | | | 0007 202-91840 2500.000 LFT | 2.50000 6250.00| 1.70000 4250.00| 2.30000 5750.00 FENCE, CHAIN LINK, REMOVE | | | 0008 203-02000 16500.000 CYS | 13.42000 221430.00| 13.00000 214500.00| 10.00000 165000.00 EXCAVATION, COMMON | | | 0009 203-51223 60.000 CYS | 35.25000 2115.00| 28.00000 1680.00| 24.00000 1440.00 EXCAVATION, WATERWAY | | | 0010 205-06937 6125.000 LFT | 1.35000 8268.75| 1.80000 11025.00| 2.00000 12250.00 TEMPORARY SILT FENCE | | | 0011 210-07843 5.000 EACH| 720.00000 3600.00| 900.00000 4500.00| 1600.00000 8000.00 UTILITY POLE , ELECTRIC, 45 FT. WOOD | | | POLE, RELOCATE WITH CROSSBARS | | | 0012 210-07843 7.000 EACH| 1074.00000 7518.00| 910.00000 6370.00| 160.00000 1120.00 UTILITY POLE , GUY WIRES, RELOCATE | | | 0013 210-07844 855.000 SFT | 11.02000 9422.10| 4.00000 3420.00| 22.00000 18810.00 ARCHITECTURAL CONCRETE FORM LINER | | | 0014 210-07845 44.000 EACH| 45.00000 1980.00| 46.50000 2046.00| 50.00000 2200.00 TRANSVERSE MARKINGS , PAINT, WORD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 216 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,687.28 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27074-B COUNTIES : BARTHOLOMEW LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-07888 LUMP| 32095.00000 32095.00| 15000.00000 15000.00| 20000.00000 20000.00 WINGWALLS , PRECAST, REINFORCED | | | CONCRETE, L TYPE | | | 0016 210-08110 716.500 SYS | 109.37000 78363.61| 162.00000 116073.00| 100.00000 71650.00 WALL ERECTION, MODULAR BLOCK WALL | | | 0017 211-07454 1000.000 CYS | 26.36000 26360.00| 23.00000 23000.00| 18.00000 18000.00 STRUCTURE BACKFILL | | | 0018 213-04324 4.000 CYS | 213.57000 854.28| 110.00000 440.00| 130.00000 520.00 FLOWABLE FILL | | | 0019 303-04853 81.000 TON | 20.15000 1632.15| 24.00000 1944.00| 19.00000 1539.00 COMPACTED AGGREGATE , NO. 2 | | | 0020 303-52308 6125.000 TON | 21.23000 130033.75| 20.70000 126787.50| 16.00000 98000.00 COMPACTED AGGREGATE, O, 53 | | | 0021 402-07432 4622.000 TON | 53.00000 244966.00| 53.00000 244966.00| 45.00000 207990.00 HMA SURFACE, TYPE A | | | 0022 402-07435 139.000 TON | 48.70000 6769.30| 48.70000 6769.30| 42.00000 5838.00 HMA INTERMEDIATE, TYPE A | | | 0023 405-05517 62.000 TON | 210.00000 13020.00| 210.00000 13020.00| 350.00000 21700.00 ASPHALT FOR PRIME COAT | | | 0024 406-05520 0.180 TON | 185.00000 33.30| 185.00000 33.30| 5100.00000 918.00 ASPHALT FOR TACK COAT | | | 0025 603-03004 25.000 EACH| 209.00000 5225.00| 220.00000 5500.00| 85.00000 2125.00 POST, END, CHAIN LINK , BLACK VINYL | | | COATED | | | 0026 603-06730 6.000 EACH| 651.00000 3906.00| 680.00000 4080.00| 1300.00000 7800.00 FENCE GATE, CHAIN LINK, 72 IN. X 6 FT. ,| | | BLACK VINYL COATED | | | 0027 603-92636 3677.000 LFT | 21.64000 79570.28| 25.00000 91925.00| 32.00000 117664.00 FENCE, CHAIN LINK, 72 IN. , BLACK VINYL | | | COATED | | | 0028 604-91531 820.000 SYS | 17.50000 14350.00| 27.50000 22550.00| 34.00000 27880.00 SIDEWALK, CONCRETE, 4 IN. | | | 0029 605-06120 1300.000 LFT | 15.50000 20150.00| 16.50000 21450.00| 24.00000 31200.00 CURB, CONCRETE | | | 0030 605-94285 3.000 LFT | 100.00000 300.00| 70.00000 210.00| 54.00000 162.00 CURB, CONCRETE RECONSTRUCTED | | | 0031 615-03866 28.000 EACH| 250.00000 7000.00| 130.00000 3640.00| 165.00000 4620.00 MILE MARKER , PRECAST CONCRETE 12 IN. | | | DIA. | | | 0032 616-02320 513.000 SYS | 2.57000 1318.41| 3.00000 1539.00| 1.90000 974.70 GEOTEXTILES UNDER RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 216 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,687.28 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27074-B COUNTIES : BARTHOLOMEW LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-05688 698.400 TON | 41.93000 29283.91| 28.00000 19555.20| 31.00000 21650.40 RIPRAP, CLASS 1 | | | 0034 616-06405 420.000 TON | 21.92000 9206.40| 24.00000 10080.00| 17.00000 7140.00 RIPRAP, REVETMENT | | | 0035 616-51367 130.000 SYS | 88.97000 11566.10| 45.00000 5850.00| 40.00000 5200.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0036 621-01004 1.000 EACH| 500.00000 500.00| 535.00000 535.00| 270.00000 270.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 1600.000 SYS | 1.65000 2640.00| 1.70000 2720.00| 1.60000 2560.00 EROSION CONTROL BLANKET | | | 0038 621-06560 19912.000 SYS | 0.27000 5376.24| 0.27000 5376.24| 0.40000 7964.80 MULCHED SEEDING, U | | | 0039 703-51030 41167.000 LBS | 0.75000 30875.25| 0.90000 37050.30| 1.00000 41167.00 REINFORCING STEEL | | | 0040 706-04683 2284.000 LFT | 82.25000 187859.00| 87.00000 198708.00| 85.00000 194140.00 RAILING , SAFETY, ALUMINUM, 1.5 IN. OD, | | | PAINTED BLACK | | | 0041 708-01112 15.000 CYS | 150.00000 2250.00| 50.00000 750.00| 170.00000 2550.00 GROUT, NON-SHRINK | | | 0042 714-04802 716.500 SYS | 54.37000 38956.11| 65.00000 46572.50| 60.00000 42990.00 CONCRETE MODULAR BLOCK WALL | | | 0043 714-44240 380.000 CYS | 367.00000 139460.00| 650.00000 247000.00| 900.00000 342000.00 CONCRETE, A, STRUCTURES | | | 0044 715-04612 150.000 LFT | 22.31000 3346.50| 12.00000 1800.00| 11.00000 1650.00 PIPE , UNDERDRAIN OUTLET. 4 IN. | | | 0045 715-04629 2.000 EACH| 750.00000 1500.00| 1405.00000 2810.00| 550.00000 1100.00 PIPE ENTRY GATE | | | 0046 715-05203 2300.000 LFT | 2.46000 5658.00| 1.00000 2300.00| 3.50000 8050.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0047 715-41090 5.000 LFT | 275.67000 1378.35| 205.00000 1025.00| 300.00000 1500.00 PIPE, REINFORCED CONCRETE, III, 42 IN. | | | 0048 723-08089 26.000 LFT | 3408.42000 88618.92| 3400.00000 88400.00| 3650.00000 94900.00 STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 72 IN. | | | 0049 732-06668 30.000 LFT | 39.00000 1170.00| 40.00000 1200.00| 40.00000 1200.00 RAIL , WOOD, 42 IN., 2 RAIL | | | 0050 801-06640 10.000 EACH| 120.00000 1200.00| 130.00000 1300.00| 148.00000 1480.00 CONSTRUCTION SIGN, A | | | 0051 802-04314 91.000 EACH| 265.39000 24150.49| 180.00000 16380.00| 225.00000 20475.00 SIGN , TRAIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 216 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,900,687.28 ROUTE : CALL ORDER : 216 CONTRACT ID : R -27074-B COUNTIES : BARTHOLOMEW LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1917625 |(3) 35-1128289 |FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 802-05701 209.000 LFT | 11.75000 2455.75| 14.50000 3030.50| 13.00000 2717.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-76035 223.000 SFT | 14.40000 3211.20| 17.00000 3791.00| 16.00000 3568.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0054 808-03439 1392.000 LFT | 4.90000 6820.80| 3.20000 4454.40| 3.50000 4872.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0055 801-06775 LUMP| 46073.00000 46073.00| 13343.76000 13343.76| 4065.10000 4065.10 MAINTAINING TRAFFIC | | | 0056 720-07309 20.000 LFT | 85.33000 1706.60| 175.00000 3500.00| 70.00000 1400.00 TRENCH DRAIN 12 IN. WIDE, CONCRETE WITH | | | GRATE | | | SECTION TOTALS | $ 1,797,912.55| $ 1,904,500.00| $ 1,933,610.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,797,912.55| $ 1,904,500.00| $ 1,933,610.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,018,468.09 ROUTE : CALL ORDER : 230 CONTRACT ID : R -27116-A COUNTIES : VIGO LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 12/20/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9849065 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2031359 HERITAGE INDUSTRIAL SERVICES L.L.C. $ 398,700.00 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 500,821.73 125.6136% ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1111003 | |HERITAGE INDUSTRIAL SERVICES|WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENVIRONMENTAL MITIGATION | | | 0001 105-06845 LUMP| 9935.50000 9935.50| 18500.00000 18500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 5.000 MOS | 1500.00000 7500.00| 2400.00000 12000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 19800.00000 19800.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 203-02000 24456.000 CYS | 3.85000 94155.60| 7.56000 184887.36| EXCAVATION, COMMON | | | 0005 205-06937 1530.000 LFT | 1.70000 2601.00| 2.50000 3825.00| TEMPORARY SILT FENCE | | | 0006 621-01004 1.000 EACH| 1175.00000 1175.00| 1250.00000 1250.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0007 621-04258 1261.600 LBS | 1.45000 1829.32| 1.50000 1892.40| SEED MIXTURE , ANNUAL RYE GRASS | | | 0008 621-04258 156.720 LBS | 1.45000 227.24| 1.50000 235.08| SEED MIXTURE , ORCHARD GRASS | | | 0009 621-04258 78.360 LBS | 1.45000 113.62| 1.50000 117.54| SEED MIXTURE , RED CLOVER | | | 0010 621-04258 964.200 LBS | 69.00000 66529.80| 72.00000 69422.40| SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0011 621-06545 16.400 TON | 425.00000 6970.00| 450.00000 7380.00| FERTILIZER | | | 0012 621-06565 59.740 TON | 310.00000 18519.40| 325.00000 19415.50| MULCHING MATERIAL | | | 0013 621-07109 LUMP| 41550.77000 41550.77| 26000.00000 26000.00| WATER PUMPING | | | 0014 622-52436 23.000 EACH| 25.50000 586.50| 27.00000 621.00| SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,018,468.09 ROUTE : CALL ORDER : 230 CONTRACT ID : R -27116-A COUNTIES : VIGO LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2031359 |(2) 35-1111003 | |HERITAGE INDUSTRIAL SERVICES|WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 622-91786 38365.000 EACH| 3.25000 124686.25| 3.33000 127755.45| SEEDLING | | | 0016 802-96248 360.000 LFT | 7.00000 2520.00| 7.00000 2520.00| POST, WOOD, 4 IN. X 4 IN. | | | SECTION TOTALS | $ 398,700.00| $ 500,821.73| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 398,700.00| $ 500,821.73| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945077 9945049 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 3,085,675.60 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 3,392,766.14 109.9521% 3 35-1120685 WALSH & KELLY, INC. $ 3,495,612.60 113.2851% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 3,772,563.15 122.2605% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 40000.00000 40000.00| 175000.00000 175000.00| 135000.00000 135000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2000.00000 24000.00| 1880.00000 22560.00| 2500.00000 30000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 130000.00000 130000.00| 170000.00000 170000.00| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 20000.00000 20000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 7491.000 m2 | 4.50000 33709.50| 20.00000 149820.00| 8.00000 59928.00 PAVEMENT REMOVAL | | | 0006 202-02241 215.000 m | 17.35000 3730.25| 17.35000 3730.25| 17.35000 3730.25 GUARDRAIL, REMOVE | | | 0007 202-02273 369.000 m2 | 7.00000 2583.00| 20.00000 7380.00| 12.00000 4428.00 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02274 25.000 m | 10.60000 265.00| 20.00000 500.00| 10.00000 250.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-02279 740.000 m | 6.70000 4958.00| 15.00000 11100.00| 7.50000 5550.00 CURB AND GUTTER, REMOVE | | | 0010 202-51328 LUMP| 185000.00000 185000.00| 218800.00000 218800.00| 154100.00000 154100.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-52710 2192.000 m2 | 2.55000 5589.60| 4.00000 8768.00| 5.00000 10960.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-78515 LUMP| 3694.00000 3694.00| 1875.00000 1875.00| 1875.00000 1875.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | ALEXANDER AVE | | | 0013 202-78515 LUMP| 4435.00000 4435.00| 2249.00000 2249.00| 2249.00000 2249.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | KENNEDY AVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-78515 LUMP| 395.00000 395.00| 200.00000 200.00| 200.00000 200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE AT | | | ARIZONA AVE | | | 0015 202-85996 3.000 EACH| 220.00000 660.00| 220.00000 660.00| 220.00000 660.00 LIGHT STANDARD AND MAST ARM, REMOVE | | | 0016 202-91385 22.000 EACH| 250.00000 5500.00| 182.00000 4004.00| 182.00000 4004.00 INLET, REMOVE | | | 0017 202-91840 143.000 m | 10.30000 1472.90| 10.30000 1472.90| 10.30000 1472.90 FENCE, CHAIN LINK, REMOVE | | | 0018 202-93047 3.000 EACH| 390.00000 1170.00| 250.00000 750.00| 250.00000 750.00 MANHOLE, REMOVE | | | 0019 202-95579 2.000 EACH| 154.00000 308.00| 154.00000 308.00| 154.00000 308.00 SERVICE POINT, REMOVE | | | 0020 202-96035 90.500 m | 140.00000 12670.00| 100.00000 9050.00| 40.00000 3620.00 CONCRETE WALL, REMOVE | | | 0021 202-96151 LUMP| 0.01000 0.01| 1800.00000 1800.00| 2000.00000 2000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0022 203-02000 7425.000 m3 | 14.90000 110632.50| 0.01000 74.25| 25.00000 185625.00 EXCAVATION, COMMON | | | 0023 205-06933 2.000 EACH| 75.00000 150.00| 75.00000 150.00| 75.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06937 110.000 m | 10.90000 1199.00| 10.90000 1199.00| 10.90000 1199.00 TEMPORARY SILT FENCE | | | 0025 206-51225 120.000 m3 | 17.00000 2040.00| 25.00000 3000.00| 25.00000 3000.00 EXCAVATION, DRY | | | 0026 207-07502 14738.000 m2 | 2.00000 29476.00| 3.45000 50846.10| 1.40000 20633.20 SUBGRADE TREATMENT, TYPE D | | | 0027 210-07739 20.000 EACH| 40.00000 800.00| 40.00000 800.00| 40.00000 800.00 TEMPORARY CURB INLET PROTECTION | | | 0028 211-02050 372.000 m3 | 31.00000 11532.00| 0.01000 3.72| 0.01000 3.72 B BORROW | | | 0029 211-06467 130.000 m3 | 38.00000 4940.00| 45.00000 5850.00| 45.00000 5850.00 AGGREGATE FOR END BENT BACKFILL | | | 0030 211-07454 1524.000 m3 | 31.00000 47244.00| 0.01000 15.24| 0.01000 15.24 STRUCTURE BACKFILL | | | 0031 301-07448 195.400 Mg | 17.65000 3448.81| 55.00000 10747.00| 25.00000 4885.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 304-07489 96.000 Mg | 51.40000 4934.40| 48.75000 4680.00| 60.00000 5760.00 HMA PATCHING, TYPE A | | | 0033 304-07492 288.000 Mg | 35.00000 10080.00| 48.00000 13824.00| 65.00000 18720.00 WIDENING WITH HMA, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 306-08037 783.200 m2 | 4.25000 3328.60| 6.00000 4699.20| 1.00000 783.20 MILLING, ASPHALT, 75 mm | | | 0035 306-08038 298.300 m2 | 5.10000 1521.33| 6.00000 1789.80| 0.75000 223.73 MILLING, ASPHALT, 100 mm | | | 0036 401-07335 1189.000 Mg | 43.30000 51483.70| 46.00000 54694.00| 54.00000 64206.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0037 401-07404 1982.000 Mg | 32.95000 65306.90| 37.00000 73334.00| 46.00000 91172.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0038 401-07408 9581.000 Mg | 24.35000 233297.35| 32.75000 313777.75| 40.00000 383240.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0039 402-07450 201.300 Mg | 34.65000 6975.05| 41.00000 8253.30| 54.00000 10870.20 HMA, TYPE A, WEDGE AND LEVEL | | | 0040 405-05517 0.520 Mg | 875.00000 455.00| 900.00000 468.00| 800.00000 416.00 ASPHALT FOR PRIME COAT | | | 0041 406-05520 14.700 Mg | 415.00000 6100.50| 395.00000 5806.50| 450.00000 6615.00 ASPHALT FOR TACK COAT | | | 0042 601-01522 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-94689 1.000 EACH| 2300.00000 2300.00| 2300.00000 2300.00| 2300.00000 2300.00 GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 26.670 m | 47.00000 1253.49| 47.00000 1253.49| 47.00000 1253.49 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 602-06639 123.600 m | 81.00000 10011.60| 75.00000 9270.00| 75.00000 9270.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 603-06045 143.000 m | 36.50000 5219.50| 36.50000 5219.50| 36.50000 5219.50 FENCE, CHAIN LINK, 1220 mm | | | 0047 603-97461 143.000 m | 20.45000 2924.35| 20.45000 2924.35| 20.45000 2924.35 TEMPORARY FENCE , CHAIN LINK, 1220 mm | | | 0048 604-05528 24.700 Mg | 70.00000 1729.00| 87.00000 2148.90| 85.00000 2099.50 SIDEWALK, HMA | | | 0049 604-06069 512.500 m2 | 40.00000 20500.00| 50.00000 25625.00| 80.00000 41000.00 CURB RAMP, CONCRETE | | | 0050 604-06070 410.400 m2 | 180.00000 73872.00| 72.00000 29548.80| 75.00000 30780.00 SIDEWALK, CONCRETE , REINFORCED, 300 mm | | | 0051 604-07092 16.300 Mg | 350.00000 5705.00| 35.00000 570.50| 40.00000 652.00 BED COURSE MATERIAL | | | 0052 604-91531 1186.000 m2 | 32.70000 38782.20| 28.00000 33208.00| 40.00000 47440.00 SIDEWALK, CONCRETE, 100 mm | | | 0053 605-06120 183.000 m | 60.75000 11117.25| 32.50000 5947.50| 67.00000 12261.00 CURB, CONCRETE | | | 0054 605-06125 153.000 m | 50.35000 7703.55| 48.00000 7344.00| 67.00000 10251.00 CURB, CONCRETE, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 605-06150 1085.000 m | 39.60000 42966.00| 49.00000 53165.00| 58.00000 62930.00 CURB AND GUTTER, C, CONCRETE | | | 0056 605-06210 12.500 m | 225.00000 2812.50| 130.00000 1625.00| 185.00000 2312.50 CENTER CURB, C, CONCRETE | | | 0057 609-06259 309.000 m2 | 75.00000 23175.00| 70.00000 21630.00| 65.00000 20085.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0058 610-07486 1583.000 Mg | 50.90000 80574.70| 46.50000 73609.50| 55.00000 87065.00 HMA FOR APPROACHES, TYPE A | | | 0059 611-05330 642.000 m2 | 43.80000 28119.60| 38.00000 24396.00| 56.00000 35952.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0060 616-02320 130.000 m2 | 0.01000 1.30| 4.25000 552.50| 3.00000 390.00 GEOTEXTILES | | | 0061 619-61505 LUMP| 10800.00000 10800.00| 7500.00000 7500.00| 7200.00000 7200.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0062 621-01004 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-06560 1517.000 m2 | 1.06000 1608.02| 1.06000 1608.02| 1.06000 1608.02 MULCHED SEEDING, U | | | 0064 621-06567 4.800 kL | 2.50000 12.00| 2.50000 12.00| 2.50000 12.00 WATER | | | 0065 621-06574 817.000 m2 | 5.44000 4444.48| 5.44000 4444.48| 5.44000 4444.48 SODDING | | | 0066 621-06575 263.000 m2 | 5.44000 1430.72| 5.44000 1430.72| 5.44000 1430.72 SODDING, NURSERY | | | 0067 701-08122 82.000 m | 212.00000 17384.00| 300.00000 24600.00| 300.00000 24600.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 9.53 mm, 356 mm | | | 0068 702-51005 113.600 m3 | 780.00000 88608.00| 600.00000 68160.00| 600.00000 68160.00 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 37.400 m3 | 300.00000 11220.00| 400.00000 14960.00| 400.00000 14960.00 CONCRETE, B, FOOTINGS | | | 0070 702-51863 390.000 EACH| 6.00000 2340.00| 10.00000 3900.00| 10.00000 3900.00 FIELD DRILLED HOLE IN CONCRETE | | | 0071 702-90915 11.000 m3 | 500.00000 5500.00| 500.00000 5500.00| 500.00000 5500.00 CONCRETE, A | | | 0072 703-51030 12557.000 kg | 2.29000 28755.53| 2.00000 25114.00| 2.00000 25114.00 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 703-51032 66285.000 kg | 2.38000 157758.30| 2.10000 139198.50| 2.10000 139198.50 REINFORCING STEEL, EPOXY COATED | | | 0074 703-97936 790.000 EACH| 18.00000 14220.00| 12.00000 9480.00| 12.00000 9480.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0075 704-51002 440.200 m3 | 716.00000 315183.20| 600.00000 264120.00| 600.00000 264120.00 CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-06342 324.100 m | 174.00000 56393.40| 174.00000 56393.40| 177.00000 57365.70 RAILING, PS-1 | | | 0077 706-06353 1.000 EACH| 2000.00000 2000.00| 1750.00000 1750.00| 1750.00000 1750.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0078 706-51020 50.500 m3 | 1000.00000 50500.00| 550.00000 27775.00| 550.00000 27775.00 CONCRETE, C, RAILING | | | 0079 708-51813 10.000 m2 | 1750.00000 17500.00| 700.00000 7000.00| 700.00000 7000.00 PNEUMATICALLY PLACED MORTAR | | | 0080 709-51821 LUMP| 9560.00000 9560.00| 5500.00000 5500.00| 6000.00000 6000.00 SURFACE SEAL | | | 0081 710-51864 96.000 EACH| 28.00000 2688.00| 15.00000 1440.00| 15.00000 1440.00 FIELD DRILLED HOLE | | | 0082 711-04121 4.000 EACH| 55.00000 220.00| 35.00000 140.00| 35.00000 140.00 ANCHOR BOLT, AB1 | | | 0083 711-51038 LUMP| 150000.00000 150000.00| 100000.00000 100000.00| 100000.00000 100000.00 STRUCTURAL STEEL | | | 0084 711-51090 40.000 kg | 75.00000 3000.00| 25.00000 1000.00| 25.00000 1000.00 PLATES, BRONZE | | | 0085 711-96800 3160.000 EACH| 4.75000 15010.00| 3.30000 10428.00| 3.30000 10428.00 STUD SHEAR CONNECTOR | | | 0086 715-05149 483.200 m | 78.50000 37931.20| 90.62000 43787.58| 90.60000 43777.92 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0087 715-05151 125.600 m | 70.35000 8835.96| 99.41000 12485.90| 99.40000 12484.64 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0088 715-05153 167.200 m | 95.45000 15959.24| 132.32000 22123.91| 132.30000 22120.56 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0089 715-05154 43.400 m | 145.00000 6293.00| 130.02000 5642.87| 130.00000 5642.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0090 715-05156 111.600 m | 182.00000 20311.20| 163.12000 18204.19| 163.10000 18201.96 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0091 715-05407 60.000 m | 25.00000 1500.00| 26.25000 1575.00| 26.25000 1575.00 PIPE, END BENT DRAIN, 150 mm | | | 0092 716-07634 12.000 m | 295.00000 3540.00| 1325.00000 15900.00| 2236.00000 26832.00 PIPE INSTALLATION, TRENCHLESS, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 720-44000 8.000 EACH| 250.00000 2000.00| 201.00000 1608.00| 300.00000 2400.00 CASTING, ADJUST TO GRADE | | | 0094 720-45270 2.000 EACH| 995.00000 1990.00| 1046.00000 2092.00| 1046.00000 2092.00 PIPE CATCH BASIN, 450 mm | | | 0095 720-45410 9.000 EACH| 1100.00000 9900.00| 2749.00000 24741.00| 2749.00000 24741.00 MANHOLE, C4 | | | 0096 720-91973 3.000 EACH| 1600.00000 4800.00| 3571.00000 10713.00| 3571.00000 10713.00 MANHOLE, H4 | | | 0097 720-98174 2.000 EACH| 1735.00000 3470.00| 1962.00000 3924.00| 1962.00000 3924.00 INLET, B15 | | | 0098 720-99416 16.000 EACH| 1865.00000 29840.00| 2504.00000 40064.00| 2504.00000 40064.00 CATCH BASIN, B15 | | | 0099 720-99417 4.000 EACH| 1875.00000 7500.00| 2518.00000 10072.00| 2518.00000 10072.00 CATCH BASIN, C15 | | | 0100 731-93945 1057.000 m2 | 1.00000 1057.00| 10.00000 10570.00| 10.00000 10570.00 FACE PANELS, CONCRETE | | | 0101 731-93946 1057.000 m2 | 1.00000 1057.00| 5.00000 5285.00| 5.00000 5285.00 WALL ERECTION | | | 0102 731-93947 124.700 m | 1.00000 124.70| 30.00000 3741.00| 30.00000 3741.00 LEVELING PAD, CONCRETE | | | 0103 732-04596 5.000 EACH| 950.00000 4750.00| 1000.00000 5000.00| 1000.00000 5000.00 WATER SERVICE , COMMERCIAL, 100 mm | | | 0104 732-04596 7.000 EACH| 925.00000 6475.00| 1332.00000 9324.00| 1332.00000 9324.00 WATER SERVICE , COMMERCIAL, 50mm, | | | GREATER THAN 6m | | | 0105 732-04596 7.000 EACH| 840.00000 5880.00| 587.00000 4109.00| 587.00000 4109.00 WATER SERVICE , COMMERCIAL, 50mm, LESS | | | THAN 6m | | | 0106 732-04596 7.000 EACH| 840.00000 5880.00| 1102.00000 7714.00| 1102.00000 7714.00 WATER SERVICE , DOMESTIC, 25mm, GREATER | | | THAN 6m | | | 0107 732-04596 7.000 EACH| 640.00000 4480.00| 574.00000 4018.00| 574.00000 4018.00 WATER SERVICE , DOMESTIC, 25mm, LESS | | | THAN 6m | | | 0108 732-91742 4.000 EACH| 2580.00000 10320.00| 7650.00000 30600.00| 7650.00000 30600.00 FIRE HYDRANT ASSEMBLY, H-3, LONG SIDE | | | 0109 732-91742 1.000 EACH| 2290.00000 2290.00| 7650.00000 7650.00| 7650.00000 7650.00 FIRE HYDRANT ASSEMBLY, H-3, SHORT SIDE | | | 0110 732-97009 5.000 EACH| 650.00000 3250.00| 263.00000 1315.00| 263.00000 1315.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0111 801-01093 14.000 EACH| 900.00000 12600.00| 695.00000 9730.00| 695.00000 9730.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 801-01504 20.000 EACH| 30.00000 600.00| 36.00000 720.00| 36.00000 720.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0113 801-01505 8.000 EACH| 40.00000 320.00| 42.00000 336.00| 42.00000 336.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0114 801-04308 14.000 EACH| 229.00000 3206.00| 320.00000 4480.00| 320.00000 4480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0115 801-06203 2264.000 m | 0.39000 882.96| 0.71000 1607.44| 0.71000 1607.44 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0116 801-06207 6153.000 m | 2.50000 15382.50| 2.75000 16920.75| 2.75000 16920.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0117 801-06218 139.000 m | 8.20000 1139.80| 19.42000 2699.38| 19.42000 2699.38 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0118 801-06606 39.000 EACH| 114.00000 4446.00| 98.00000 3822.00| 98.00000 3822.00 BARRICADE, IIIB | | | 0119 801-06640 80.000 EACH| 128.00000 10240.00| 106.00000 8480.00| 106.00000 8480.00 CONSTRUCTION SIGN, A | | | 0120 801-06645 84.000 EACH| 55.00000 4620.00| 36.00000 3024.00| 36.00000 3024.00 CONSTRUCTION SIGN, B | | | 0121 801-06710 500.000 DAY | 15.00000 7500.00| 10.00000 5000.00| 10.00000 5000.00 FLASHING ARROW SIGN | | | 0122 801-06775 LUMP| 30000.00000 30000.00| 177000.00000 177000.00| 105000.00000 105000.00 MAINTAINING TRAFFIC | | | 0123 802-05701 105.000 m | 55.00000 5775.00| 55.00000 5775.00| 55.00000 5775.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0124 802-76025 22.000 m2 | 203.00000 4466.00| 203.00000 4466.00| 203.00000 4466.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0125 802-97812 10.000 EACH| 130.00000 1300.00| 130.00000 1300.00| 130.00000 1300.00 STREET NAME IDENTIFICATION SIGN , | | | GROUND MOUNTED | | | 0126 802-97812 12.000 EACH| 223.00000 2676.00| 223.00000 2676.00| 223.00000 2676.00 STREET NAME IDENTIFICATION SIGN , | | | OVERHEAD | | | 0127 805-01815 4.000 EACH| 1510.00000 6040.00| 1510.00000 6040.00| 1510.00000 6040.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0128 805-01816 8.000 EACH| 779.00000 6232.00| 779.00000 6232.00| 779.00000 6232.00 SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 805-01842 27.000 EACH| 622.00000 16794.00| 622.00000 16794.00| 622.00000 16794.00 HANDHOLE, SIGNAL | | | 0130 805-01844 1107.000 m | 30.00000 33210.00| 30.00000 33210.00| 30.00000 33210.00 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0131 805-01879 4.000 EACH| 310.00000 1240.00| 310.00000 1240.00| 310.00000 1240.00 SIGNAL SERVICE, INSTALL | | | 0132 805-02072 3.000 EACH| 2658.00000 7974.00| 2658.00000 7974.00| 2658.00000 7974.00 SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0133 805-02073 3.000 EACH| 2818.00000 8454.00| 2818.00000 8454.00| 2818.00000 8454.00 SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0134 805-02077 1.000 EACH| 2986.00000 2986.00| 2986.00000 2986.00| 2986.00000 2986.00 SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0135 805-02373 408.000 m | 9.20000 3753.60| 9.20000 3753.60| 9.20000 3753.60 INTERCONNECT CABLE, FIBER OPTIC | | | 0136 805-02445 3.000 EACH| 10312.00000 30936.00| 10312.00000 30936.00| 10312.00000 30936.00 CONTROLLER CABINET, P1 | | | 0137 805-02658 540.000 m | 6.94000 3747.60| 6.94000 3747.60| 6.94000 3747.60 CABLE, COAXIAL | | | 0138 805-03978 1.000 EACH| 832.00000 832.00| 832.00000 832.00| 832.00000 832.00 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0139 805-03980 1.000 EACH| 117.00000 117.00| 117.00000 117.00| 117.00000 117.00 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0140 805-03983 1.000 EACH| 3233.00000 3233.00| 3233.00000 3233.00| 3233.00000 3233.00 PHASE SELECTORS | | | 0141 805-04133 2.000 EACH| 578.00000 1156.00| 578.00000 1156.00| 578.00000 1156.00 SIGNAL PEDESTAL, 3.6 m | | | 0142 805-04782 3.000 EACH| 29015.00000 87045.00| 29015.00000 87045.00| 29015.00000 87045.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0143 805-06592 230.000 m | 30.00000 6900.00| 30.00000 6900.00| 30.00000 6900.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0144 805-06834 3.000 EACH| 10479.00000 31437.00| 10479.00000 31437.00| 10479.00000 31437.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0145 805-08129 83.000 m | 4.96000 411.68| 4.96000 411.68| 4.96000 411.68 SIGNAL CABLE , 4C 20GA | | | 0146 805-78190 5.000 EACH| 271.00000 1355.00| 271.00000 1355.00| 271.00000 1355.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0147 805-78195 2.000 EACH| 345.00000 690.00| 345.00000 690.00| 345.00000 690.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 805-78205 17.000 EACH| 695.00000 11815.00| 695.00000 11815.00| 695.00000 11815.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0149 805-78230 6.000 EACH| 1188.39000 7130.34| 1188.39000 7130.34| 1188.39000 7130.34 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0150 805-78355 22.000 EACH| 818.00000 17996.00| 818.00000 17996.00| 818.00000 17996.00 PEDESTRIAN SIGNAL HEAD, 305 mm , WITH | | | COUNTDOWN TIMER | | | 0151 805-78370 22.000 EACH| 83.00000 1826.00| 83.00000 1826.00| 83.00000 1826.00 PEDESTRIAN PUSH BUTTON | | | 0152 805-78415 4.000 EACH| 1260.00000 5040.00| 1260.00000 5040.00| 1260.00000 5040.00 SPAN, CATENARY, AND TETHER | | | 0153 805-78420 4.000 EACH| 187.00000 748.00| 187.00000 748.00| 187.00000 748.00 DISCONNECT HANGER | | | 0154 805-78467 71.000 m | 5.41000 384.11| 5.41000 384.11| 5.41000 384.11 SIGNAL CABLE, 3C 8GA. | | | 0155 805-78470 220.000 m | 1.87000 411.40| 1.87000 411.40| 1.87000 411.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0156 805-78480 1431.000 m | 2.97000 4250.07| 2.97000 4250.07| 2.97000 4250.07 SIGNAL CABLE, 3C 14GA. | | | 0157 805-78485 1267.000 m | 3.45000 4371.15| 3.45000 4371.15| 3.45000 4371.15 SIGNAL CABLE, 5C 14GA. | | | 0158 805-78490 150.000 m | 3.94000 591.00| 3.94000 591.00| 3.94000 591.00 SIGNAL CABLE, 7C 14GA. | | | 0159 805-78500 415.000 m | 3.94000 1635.10| 3.94000 1635.10| 3.94000 1635.10 SIGNAL CABLE, 11C 14GA. | | | 0160 805-78510 1310.000 m | 2.83000 3707.30| 2.83000 3707.30| 2.83000 3707.30 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0161 805-78785 6.000 EACH| 467.00000 2802.00| 467.00000 2802.00| 467.00000 2802.00 SIGNAL DETECTOR HOUSING | | | 0162 805-78795 227.000 m | 28.00000 6356.00| 28.00000 6356.00| 28.00000 6356.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0163 805-78900 2.000 EACH| 470.00000 940.00| 470.00000 940.00| 470.00000 940.00 PEDESTAL FOUNDATION, A | | | 0164 805-78925 3.000 EACH| 770.00000 2310.00| 770.00000 2310.00| 770.00000 2310.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0165 805-81032 4.000 EACH| 2786.00000 11144.00| 2786.00000 11144.00| 2786.00000 11144.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0166 805-86920 15.000 EACH| 16.00000 240.00| 16.00000 240.00| 16.00000 240.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 805-86925 20.000 EACH| 28.00000 560.00| 28.00000 560.00| 28.00000 560.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0168 805-86930 22.000 EACH| 11.00000 242.00| 11.00000 242.00| 11.00000 242.00 INSULATING LINK, NOT WATERPROOFED | | | 0169 805-86935 36.000 EACH| 24.00000 864.00| 24.00000 864.00| 24.00000 864.00 INSULATING LINK, WATERPROOFED | | | 0170 805-98336 431.000 m | 13.26000 5715.06| 13.26000 5715.06| 13.26000 5715.06 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0171 807-01878 11.000 EACH| 260.00000 2860.00| 260.00000 2860.00| 260.00000 2860.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0172 807-02191 9.000 EACH| 440.00000 3960.00| 440.00000 3960.00| 440.00000 3960.00 HANDHOLE, LIGHTING | | | 0173 807-02428 5.000 EACH| 743.00000 3715.00| 743.00000 3715.00| 743.00000 3715.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0174 807-02780 6.000 EACH| 460.00000 2760.00| 460.00000 2760.00| 460.00000 2760.00 LUMINAIRE MAST ARM, 2.4 m | | | 0175 807-02785 10.000 EACH| 822.00000 8220.00| 822.00000 8220.00| 822.00000 8220.00 LUMINAIRE MAST ARM, 7.6 m | | | 0176 807-04781 1.000 EACH| 908.00000 908.00| 908.00000 908.00| 908.00000 908.00 LUMINAIRE MAST ARM, 9.1 m | | | 0177 807-07580 431.000 m | 13.26000 5715.06| 13.26000 5715.06| 13.26000 5715.06 WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0178 807-84480 5.000 EACH| 994.00000 4970.00| 994.00000 4970.00| 994.00000 4970.00 LIGHT POLE, 9.1 m E.M.H., 1.5 m MAST | | | ARM, TRANSFORMER BASE | | | 0179 807-86810 1.000 EACH| 2614.00000 2614.00| 2614.00000 2614.00| 2614.00000 2614.00 SERVICE POINT, II | | | 0180 807-86910 11.000 EACH| 25.50000 280.50| 25.50000 280.50| 25.50000 280.50 CONNECTOR KIT, UNFUSED | | | 0181 807-86915 11.000 EACH| 25.50000 280.50| 25.50000 280.50| 25.50000 280.50 CONNECTOR KIT, FUSED | | | 0182 808-06701 327.000 m | 1.25000 408.75| 1.25000 408.75| 1.25000 408.75 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0183 808-06703 223.000 m | 0.98000 218.54| 0.98000 218.54| 1.25000 278.75 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0184 808-06705 43.000 m | 2.50000 107.50| 2.50000 107.50| 3.25000 139.75 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0185 808-74812 62.200 m | 3.75000 233.25| 3.75000 233.25| 15.00000 933.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0186 808-75054 336.900 m | 1.10000 370.59| 1.10000 370.59| 4.75000 1600.28 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0187 808-75059 36.000 m | 1.10000 39.60| 1.10000 39.60| 4.75000 171.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0188 808-75240 18.000 m | 1.25000 22.50| 1.25000 22.50| 1.25000 22.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0189 808-75245 1106.000 m | 1.25000 1382.50| 1.25000 1382.50| 1.25000 1382.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0190 808-75278 97.000 m | 3.75000 363.75| 3.75000 363.75| 4.75000 460.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0191 808-75297 160.000 m | 8.50000 1360.00| 8.50000 1360.00| 9.50000 1520.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0192 808-75300 485.000 m | 1.90000 921.50| 1.90000 921.50| 2.50000 1212.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0193 808-75320 14.000 EACH| 50.00000 700.00| 50.00000 700.00| 68.00000 952.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0194 808-75325 8.000 EACH| 80.00000 640.00| 60.00000 480.00| 98.00000 784.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0195 808-75340 4.000 EACH| 240.00000 960.00| 240.00000 960.00| 280.00000 1120.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0196 808-75998 18.000 EACH| 250.00000 4500.00| 150.00000 2700.00| 50.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0197 808-92027 386.000 m | 2.50000 965.00| 2.50000 965.00| 3.25000 1254.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1035114 |(3) 35-1120685 |BUCKO CONSTRUCTION |SUPERIOR CONSTRUCTION CO |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,085,675.60| $ 3,392,766.14| $ 3,495,612.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,085,675.60| $ 3,392,766.14| $ 3,495,612.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2400.00000 28800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 186000.00000 186000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 113000.00000 113000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 7491.000 m2 | 10.00000 74910.00| | PAVEMENT REMOVAL | | | 0006 202-02241 215.000 m | 19.00000 4085.00| | GUARDRAIL, REMOVE | | | 0007 202-02273 369.000 m2 | 10.00000 3690.00| | CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02274 25.000 m | 13.00000 325.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0009 202-02279 740.000 m | 7.00000 5180.00| | CURB AND GUTTER, REMOVE | | | 0010 202-51328 LUMP| 159300.00000 159300.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-52710 2192.000 m2 | 9.00000 19728.00| | SIDEWALK, CONCRETE, REMOVE | | | 0012 202-78515 LUMP| 2050.00000 2050.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | ALEXANDER AVE | | | 0013 202-78515 LUMP| 2475.00000 2475.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | KENNEDY AVE | | | 0014 202-78515 LUMP| 220.00000 220.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE AT | | | ARIZONA AVE | | | 0015 202-85996 3.000 EACH| 250.00000 750.00| | LIGHT STANDARD AND MAST ARM, REMOVE | | | 0016 202-91385 22.000 EACH| 200.00000 4400.00| | INLET, REMOVE | | | 0017 202-91840 143.000 m | 11.00000 1573.00| | FENCE, CHAIN LINK, REMOVE | | | 0018 202-93047 3.000 EACH| 275.00000 825.00| | MANHOLE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 202-95579 2.000 EACH| 170.00000 340.00| | SERVICE POINT, REMOVE | | | 0020 202-96035 90.500 m | 155.00000 14027.50| | CONCRETE WALL, REMOVE | | | 0021 202-96151 LUMP| 1980.00000 1980.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0022 203-02000 7425.000 m3 | 20.50000 152212.50| | EXCAVATION, COMMON | | | 0023 205-06933 2.000 EACH| 82.50000 165.00| | TEMPORARY DITCH INLET PROTECTION | | | 0024 205-06937 110.000 m | 12.00000 1320.00| | TEMPORARY SILT FENCE | | | 0025 206-51225 120.000 m3 | 18.70000 2244.00| | EXCAVATION, DRY | | | 0026 207-07502 14738.000 m2 | 0.30000 4421.40| | SUBGRADE TREATMENT, TYPE D | | | 0027 210-07739 20.000 EACH| 44.00000 880.00| | TEMPORARY CURB INLET PROTECTION | | | 0028 211-02050 372.000 m3 | 34.00000 12648.00| | B BORROW | | | 0029 211-06467 130.000 m3 | 41.79000 5432.70| | AGGREGATE FOR END BENT BACKFILL | | | 0030 211-07454 1524.000 m3 | 8.33000 12694.92| | STRUCTURE BACKFILL | | | 0031 301-07448 195.400 Mg | 30.00000 5862.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0032 304-07489 96.000 Mg | 45.75000 4392.00| | HMA PATCHING, TYPE A | | | 0033 304-07492 288.000 Mg | 46.15000 13291.20| | WIDENING WITH HMA, TYPE A | | | 0034 306-08037 783.200 m2 | 8.00000 6265.60| | MILLING, ASPHALT, 75 mm | | | 0035 306-08038 298.300 m2 | 8.00000 2386.40| | MILLING, ASPHALT, 100 mm | | | 0036 401-07335 1189.000 Mg | 55.23000 65668.47| | QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0037 401-07404 1982.000 Mg | 39.65000 78586.30| | QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0038 401-07408 9581.000 Mg | 33.18000 317897.58| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0039 402-07450 201.300 Mg | 55.69000 11210.40| | HMA, TYPE A, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 405-05517 0.520 Mg | 1584.00000 823.68| | ASPHALT FOR PRIME COAT | | | 0041 406-05520 14.700 Mg | 400.00000 5880.00| | ASPHALT FOR TACK COAT | | | 0042 601-01522 1.000 EACH| 1980.00000 1980.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0043 601-94689 1.000 EACH| 2530.00000 2530.00| | GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 26.670 m | 51.70000 1378.84| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 602-06639 123.600 m | 89.00000 11000.40| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 603-06045 143.000 m | 40.00000 5720.00| | FENCE, CHAIN LINK, 1220 mm | | | 0047 603-97461 143.000 m | 23.00000 3289.00| | TEMPORARY FENCE , CHAIN LINK, 1220 mm | | | 0048 604-05528 24.700 Mg | 80.00000 1976.00| | SIDEWALK, HMA | | | 0049 604-06069 512.500 m2 | 50.00000 25625.00| | CURB RAMP, CONCRETE | | | 0050 604-06070 410.400 m2 | 198.00000 81259.20| | SIDEWALK, CONCRETE , REINFORCED, 300 mm | | | 0051 604-07092 16.300 Mg | 80.00000 1304.00| | BED COURSE MATERIAL | | | 0052 604-91531 1186.000 m2 | 44.00000 52184.00| | SIDEWALK, CONCRETE, 100 mm | | | 0053 605-06120 183.000 m | 57.00000 10431.00| | CURB, CONCRETE | | | 0054 605-06125 153.000 m | 57.00000 8721.00| | CURB, CONCRETE, MODIFIED | | | 0055 605-06150 1085.000 m | 39.00000 42315.00| | CURB AND GUTTER, C, CONCRETE | | | 0056 605-06210 12.500 m | 190.00000 2375.00| | CENTER CURB, C, CONCRETE | | | 0057 609-06259 309.000 m2 | 82.47000 25483.23| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0058 610-07486 1583.000 Mg | 55.90000 88489.70| | HMA FOR APPROACHES, TYPE A | | | 0059 611-05330 642.000 m2 | 54.00000 34668.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 616-02320 130.000 m2 | 2.20000 286.00| | GEOTEXTILES | | | 0061 619-61505 LUMP| 11545.95000 11545.95| | CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0062 621-01004 2.000 EACH| 934.67000 1869.34| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0063 621-06560 1517.000 m2 | 1.17000 1774.89| | MULCHED SEEDING, U | | | 0064 621-06567 4.800 kL | 2.75000 13.20| | WATER | | | 0065 621-06574 817.000 m2 | 5.98000 4885.66| | SODDING | | | 0066 621-06575 263.000 m2 | 5.98000 1572.74| | SODDING, NURSERY | | | 0067 701-08122 82.000 m | 233.12000 19115.84| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 9.53 mm, 356 mm | | | 0068 702-51005 113.600 m3 | 857.70000 97434.72| | CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 37.400 m3 | 329.88000 12337.51| | CONCRETE, B, FOOTINGS | | | 0070 702-51863 390.000 EACH| 6.60000 2574.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0071 702-90915 11.000 m3 | 549.81000 6047.91| | CONCRETE, A | | | 0072 703-51030 12557.000 kg | 2.52000 31643.64| | REINFORCING STEEL | | | 0073 703-51032 66285.000 kg | 2.60000 172341.00| | REINFORCING STEEL, EPOXY COATED | | | 0074 703-97936 790.000 EACH| 19.79000 15634.10| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0075 704-51002 440.200 m3 | 789.52000 347546.70| | CONCRETE, C, SUPERSTRUCTURE | | | 0076 706-06342 324.100 m | 191.33000 62010.05| | RAILING, PS-1 | | | 0077 706-06353 1.000 EACH| 2199.23000 2199.23| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPS-1 | | | 0078 706-51020 50.500 m3 | 1099.61000 55530.31| | CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 708-51813 10.000 m2 | 1924.33000 19243.30| | PNEUMATICALLY PLACED MORTAR | | | 0080 709-51821 LUMP| 8686.95000 8686.95| | SURFACE SEAL | | | 0081 710-51864 96.000 EACH| 30.79000 2955.84| | FIELD DRILLED HOLE | | | 0082 711-04121 4.000 EACH| 60.48000 241.92| | ANCHOR BOLT, AB1 | | | 0083 711-51038 LUMP| 164942.15000 164942.15| | STRUCTURAL STEEL | | | 0084 711-51090 40.000 kg | 82.47000 3298.80| | PLATES, BRONZE | | | 0085 711-96800 3160.000 EACH| 2.75000 8690.00| | STUD SHEAR CONNECTOR | | | 0086 715-05149 483.200 m | 127.12000 61424.38| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0087 715-05151 125.600 m | 109.30000 13728.08| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0088 715-05153 167.200 m | 145.48000 24324.26| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0089 715-05154 43.400 m | 142.95000 6204.03| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0090 715-05156 111.600 m | 179.35000 20015.46| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0091 715-05407 60.000 m | 27.49000 1649.40| | PIPE, END BENT DRAIN, 150 mm | | | 0092 716-07634 12.000 m | 2458.74000 29504.88| | PIPE INSTALLATION, TRENCHLESS, 750 mm | | | 0093 720-44000 8.000 EACH| 221.02000 1768.16| | CASTING, ADJUST TO GRADE | | | 0094 720-45270 2.000 EACH| 1150.20000 2300.40| | PIPE CATCH BASIN, 450 mm | | | 0095 720-45410 9.000 EACH| 3022.84000 27205.56| | MANHOLE, C4 | | | 0096 720-91973 3.000 EACH| 3926.72000 11780.16| | MANHOLE, H4 | | | 0097 720-98174 2.000 EACH| 2157.45000 4314.90| | INLET, B15 | | | 0098 720-99416 16.000 EACH| 2753.43000 44054.88| | CATCH BASIN, B15 | | | 0099 720-99417 4.000 EACH| 2768.83000 11075.32| | CATCH BASIN, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 731-93945 1057.000 m2 | 1.10000 1162.70| | FACE PANELS, CONCRETE | | | 0101 731-93946 1057.000 m2 | 1.10000 1162.70| | WALL ERECTION | | | 0102 731-93947 124.700 m | 1.10000 137.17| | LEVELING PAD, CONCRETE | | | 0103 732-04596 5.000 EACH| 1099.61000 5498.05| | WATER SERVICE , COMMERCIAL, 100 mm | | | 0104 732-04596 7.000 EACH| 1464.69000 10252.83| | WATER SERVICE , COMMERCIAL, 50mm, | | | GREATER THAN 6m | | | 0105 732-04596 7.000 EACH| 645.47000 4518.29| | WATER SERVICE , COMMERCIAL, 50mm, LESS | | | THAN 6m | | | 0106 732-04596 7.000 EACH| 1211.77000 8482.39| | WATER SERVICE , DOMESTIC, 25mm, GREATER | | | THAN 6m | | | 0107 732-04596 7.000 EACH| 631.18000 4418.26| | WATER SERVICE , DOMESTIC, 25mm, LESS | | | THAN 6m | | | 0108 732-91742 4.000 EACH| 8412.05000 33648.20| | FIRE HYDRANT ASSEMBLY, H-3, LONG SIDE | | | 0109 732-91742 1.000 EACH| 8412.05000 8412.05| | FIRE HYDRANT ASSEMBLY, H-3, SHORT SIDE | | | 0110 732-97009 5.000 EACH| 289.20000 1446.00| | FIRE HYDRANT ASSEMBLY, REMOVE | | | 0111 801-01093 14.000 EACH| 764.23000 10699.22| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0112 801-01504 20.000 EACH| 39.59000 791.80| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0113 801-01505 8.000 EACH| 46.18000 369.44| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0114 801-04308 14.000 EACH| 351.88000 4926.32| | ROAD CLOSURE SIGN ASSEMBLY | | | 0115 801-06203 2264.000 m | 0.78000 1765.92| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0116 801-06207 6153.000 m | 6.48000 39871.44| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 801-06218 139.000 m | 21.35000 2967.65| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0118 801-06606 39.000 EACH| 107.76000 4202.64| | BARRICADE, IIIB | | | 0119 801-06640 80.000 EACH| 116.56000 9324.80| | CONSTRUCTION SIGN, A | | | 0120 801-06645 84.000 EACH| 39.59000 3325.56| | CONSTRUCTION SIGN, B | | | 0121 801-06710 500.000 DAY | 11.00000 5500.00| | FLASHING ARROW SIGN | | | 0122 801-06775 LUMP| 97565.75000 97565.75| | MAINTAINING TRAFFIC | | | 0123 802-05701 105.000 m | 43.28000 4544.40| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0124 802-76025 22.000 m2 | 112.45000 2473.90| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0125 802-97812 10.000 EACH| 148.45000 1484.50| | STREET NAME IDENTIFICATION SIGN , | | | GROUND MOUNTED | | | 0126 802-97812 12.000 EACH| 148.45000 1781.40| | STREET NAME IDENTIFICATION SIGN , | | | OVERHEAD | | | 0127 805-01815 4.000 EACH| 1660.42000 6641.68| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0128 805-01816 8.000 EACH| 856.60000 6852.80| | SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0129 805-01842 27.000 EACH| 683.96000 18466.92| | HANDHOLE, SIGNAL | | | 0130 805-01844 1107.000 m | 32.99000 36519.93| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0131 805-01879 4.000 EACH| 340.88000 1363.52| | SIGNAL SERVICE, INSTALL | | | 0132 805-02072 3.000 EACH| 2922.77000 8768.31| | SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0133 805-02073 3.000 EACH| 3098.71000 9296.13| | SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 805-02077 1.000 EACH| 3283.45000 3283.45| | SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0135 805-02373 408.000 m | 10.12000 4128.96| | INTERCONNECT CABLE, FIBER OPTIC | | | 0136 805-02445 3.000 EACH| 11339.22000 34017.66| | CONTROLLER CABINET, P1 | | | 0137 805-02658 540.000 m | 7.63000 4120.20| | CABLE, COAXIAL | | | 0138 805-03978 1.000 EACH| 914.88000 914.88| | EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0139 805-03980 1.000 EACH| 128.65000 128.65| | EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0140 805-03983 1.000 EACH| 3555.05000 3555.05| | PHASE SELECTORS | | | 0141 805-04133 2.000 EACH| 635.58000 1271.16| | SIGNAL PEDESTAL, 3.6 m | | | 0142 805-04782 3.000 EACH| 31905.31000 95715.93| | VIDEO VEHICLE DETECTOR SYSTEM | | | 0143 805-06592 230.000 m | 32.99000 7587.70| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0144 805-06834 3.000 EACH| 11522.86000 34568.58| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0145 805-08129 83.000 m | 5.45000 452.35| | SIGNAL CABLE , 4C 20GA | | | 0146 805-78190 5.000 EACH| 298.00000 1490.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0147 805-78195 2.000 EACH| 379.37000 758.74| | TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | | 0148 805-78205 17.000 EACH| 764.23000 12991.91| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0149 805-78230 6.000 EACH| 1306.77000 7840.62| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0150 805-78355 22.000 EACH| 899.48000 19788.56| | PEDESTRIAN SIGNAL HEAD, 305 mm , WITH | | | COUNTDOWN TIMER | | | 0151 805-78370 22.000 EACH| 91.27000 2007.94| | PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 805-78415 4.000 EACH| 1385.52000 5542.08| | SPAN, CATENARY, AND TETHER | | | 0153 805-78420 4.000 EACH| 205.63000 822.52| | DISCONNECT HANGER | | | 0154 805-78467 71.000 m | 5.95000 422.45| | SIGNAL CABLE, 3C 8GA. | | | 0155 805-78470 220.000 m | 2.06000 453.20| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0156 805-78480 1431.000 m | 3.27000 4679.37| | SIGNAL CABLE, 3C 14GA. | | | 0157 805-78485 1267.000 m | 3.79000 4801.93| | SIGNAL CABLE, 5C 14GA. | | | 0158 805-78490 150.000 m | 4.33000 649.50| | SIGNAL CABLE, 7C 14GA. | | | 0159 805-78500 415.000 m | 4.33000 1796.95| | SIGNAL CABLE, 11C 14GA. | | | 0160 805-78510 1310.000 m | 3.11000 4074.10| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0161 805-78785 6.000 EACH| 513.52000 3081.12| | SIGNAL DETECTOR HOUSING | | | 0162 805-78795 227.000 m | 30.79000 6989.33| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0163 805-78900 2.000 EACH| 516.82000 1033.64| | PEDESTAL FOUNDATION, A | | | 0164 805-78925 3.000 EACH| 846.70000 2540.10| | CONTROLLER CABINET FOUNDATION, P1 | | | 0165 805-81032 4.000 EACH| 3063.53000 12254.12| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0166 805-86920 15.000 EACH| 17.59000 263.85| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0167 805-86925 20.000 EACH| 30.79000 615.80| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0168 805-86930 22.000 EACH| 12.10000 266.20| | INSULATING LINK, NOT WATERPROOFED | | | 0169 805-86935 36.000 EACH| 26.39000 950.04| | INSULATING LINK, WATERPROOFED | | | 0170 805-98336 431.000 m | 14.58000 6283.98| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0171 807-01878 11.000 EACH| 285.90000 3144.90| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0172 807-02191 9.000 EACH| 483.83000 4354.47| | HANDHOLE, LIGHTING | | | 0173 807-02428 5.000 EACH| 817.01000 4085.05| | LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0174 807-02780 6.000 EACH| 505.82000 3034.92| | LUMINAIRE MAST ARM, 2.4 m | | | 0175 807-02785 10.000 EACH| 903.88000 9038.80| | LUMINAIRE MAST ARM, 7.6 m | | | 0176 807-04781 1.000 EACH| 998.45000 998.45| | LUMINAIRE MAST ARM, 9.1 m | | | 0177 807-07580 431.000 m | 14.58000 6283.98| | WIRE, NO. 4, COPPER, IN PLASTIC DUCT, | | | IN TRENCH, 4 1/C | | | 0178 807-84480 5.000 EACH| 1093.02000 5465.10| | LIGHT POLE, 9.1 m E.M.H., 1.5 m MAST | | | ARM, TRANSFORMER BASE | | | 0179 807-86810 1.000 EACH| 2874.39000 2874.39| | SERVICE POINT, II | | | 0180 807-86910 11.000 EACH| 28.04000 308.44| | CONNECTOR KIT, UNFUSED | | | 0181 807-86915 11.000 EACH| 28.04000 308.44| | CONNECTOR KIT, FUSED | | | 0182 808-06701 327.000 m | 1.37000 447.99| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0183 808-06703 223.000 m | 1.37000 305.51| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0184 808-06705 43.000 m | 3.57000 153.51| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0185 808-74812 62.200 m | 16.49000 1025.68| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0186 808-75054 336.900 m | 5.22000 1758.62| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0187 808-75059 36.000 m | 5.22000 187.92| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 240 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,548,920.06 ROUTE : 169TH ST CALL ORDER : 240 CONTRACT ID : R -27135-A COUNTIES : LAKE LETTING DATE : 03/23/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0188 808-75240 18.000 m | 1.37000 24.66| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0189 808-75245 1106.000 m | 1.37000 1515.22| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0190 808-75278 97.000 m | 5.22000 506.34| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0191 808-75297 160.000 m | 10.45000 1672.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0192 808-75300 485.000 m | 2.75000 1333.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0193 808-75320 14.000 EACH| 74.77000 1046.78| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0194 808-75325 8.000 EACH| 107.76000 862.08| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0195 808-75340 4.000 EACH| 307.89000 1231.56| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0196 808-75998 18.000 EACH| 54.98000 989.64| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0197 808-92027 386.000 m | 3.57000 1378.02| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 3,772,563.15| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,772,563.15| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,715.39 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : R -27160-A COUNTIES : DEARBORN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 95 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2691006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 727,369.45 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 889,829.59 122.3352% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 22900.00000 22900.00| 21000.00000 21000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1898.58000 15188.64| 950.00000 7600.00| FIELD OFFICE, B | | | 0004 110-01001 LUMP| 11500.00000 11500.00| 44000.00000 44000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 500.00000 500.00| 19754.00000 19754.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 4365.000 m2 | 5.50000 24007.50| 7.00000 30555.00| PAVEMENT REMOVAL | | | 0007 202-02241 74.500 m | 6.55000 487.98| 22.00000 1639.00| GUARDRAIL, REMOVE | | | 0008 202-02272 155.900 m | 8.00000 1247.20| 30.00000 4677.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-96133 57.000 m | 26.15000 1490.55| 50.00000 2850.00| PIPE, REMOVE | | | 0010 203-02000 5823.000 m3 | 5.25000 30570.75| 19.00000 110637.00| EXCAVATION, COMMON | | | 0011 203-02010 100.000 m3 | 78.60000 7860.00| 85.00000 8500.00| EXCAVATION, ROCK | | | 0012 205-06931 109.000 Mg | 28.50000 3106.50| 25.00000 2725.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 21.900 Mg | 28.50000 624.15| 45.00000 985.50| TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 526.000 m | 5.05000 2656.30| 5.50000 2893.00| TEMPORARY SILT FENCE | | | 0015 207-07498 11150.700 m2 | 3.45000 38469.92| 2.70000 30106.89| SUBGRADE TREATMENT, TYPE A | | | 0016 211-07454 121.700 m3 | 17.25000 2099.33| 20.00000 2434.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,715.39 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : R -27160-A COUNTIES : DEARBORN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 213-52830 17.800 m3 | 97.80000 1740.84| 85.00000 1513.00| FLOWABLE MORTAR | | | 0018 301-07448 1376.400 Mg | 21.96000 30225.74| 20.00000 27528.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 305-07460 217.800 m2 | 60.05000 13078.89| 49.00000 10672.20| PCC BASE, 300 MM | | | 0020 306-08033 4900.000 m2 | 0.72000 3528.00| 0.75000 3675.00| MILLING, ASPHALT, 25 mm | | | 0021 401-06264 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0022 401-07334 1192.100 Mg | 56.00000 66757.60| 52.00000 61989.20| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0023 401-07403 1979.700 Mg | 41.00000 81167.70| 49.00000 97005.30| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0024 401-07418 3752.700 Mg | 40.50000 151984.35| 45.00000 168871.50| QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0026 405-05517 17.600 Mg | 450.00000 7920.00| 200.00000 3520.00| ASPHALT FOR PRIME COAT | | | 0027 406-05520 9.500 Mg | 195.00000 1852.50| 200.00000 1900.00| ASPHALT FOR TACK COAT | | | 0028 502-06329 968.000 m2 | 51.75000 50094.00| 64.00000 61952.00| PCCP, 300 mm | | | 0029 503-05240 308.000 m | 28.50000 8778.00| 29.00000 8932.00| D-1 CONTRACTION JOINT | | | 0030 601-94689 3.000 EACH| 1930.00000 5790.00| 1950.00000 5850.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-99106 165.500 m | 65.50000 10840.25| 69.00000 11419.50| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0032 610-07486 93.500 Mg | 87.00000 8134.50| 90.00000 8415.00| HMA FOR APPROACHES, TYPE A | | | 0033 615-06490 8.000 EACH| 110.00000 880.00| 120.00000 960.00| RIGHT OF WAY MARKER | | | 0034 616-02320 144.000 m2 | 1.25000 180.00| 2.00000 288.00| GEOTEXTILES | | | 0035 616-06405 116.400 Mg | 31.42000 3657.29| 23.00000 2677.20| RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH| 635.00000 635.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06548 124.700 kg | 65.00000 8105.50| 65.00000 8105.50| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,715.39 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : R -27160-A COUNTIES : DEARBORN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06559 9880.000 m2 | 0.35000 3458.00| 0.40000 3952.00| MULCHED SEEDING, R | | | 0039 621-06565 9.625 Mg | 439.77000 4232.79| 440.00000 4235.00| MULCHING MATERIAL , TEMPORARY | | | 0040 621-06567 296.000 kL | 1.00000 296.00| 1.00000 296.00| WATER | | | 0041 621-06575 489.000 m2 | 3.70000 1809.30| 7.00000 3423.00| SODDING, NURSERY | | | 0042 703-01540 380.000 EACH| 15.00000 5700.00| 13.00000 4940.00| THREADED TIE BAR ASSEMBLY | | | 0043 715-03584 2.000 EACH| 280.00000 560.00| 700.00000 1400.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0044 715-05048 950.000 m | 13.20000 12540.00| 10.00000 9500.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0045 715-05053 52.500 m | 16.38000 859.95| 29.00000 1522.50| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0046 715-05119 18.200 m | 96.60000 1758.12| 100.00000 1820.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0047 715-05121 40.700 m | 100.30000 4082.21| 110.00000 4477.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0048 715-05169 64.700 m | 96.60000 6250.02| 105.00000 6793.50| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-46005 16.000 EACH| 167.50000 2680.00| 175.00000 2800.00| PIPE END SECTION, 375 mm | | | 0050 718-52610 215.000 m3 | 19.85000 4267.75| 29.00000 6235.00| AGGREGATE FOR UNDERDRAINS | | | 0051 718-99153 1758.000 m2 | 1.25000 2197.50| 1.25000 2197.50| GEOTEXTILES FOR UNDERDRAIN | | | 0052 801-04308 2.000 EACH| 150.00000 300.00| 275.00000 550.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06207 7.515 m | 35.00000 263.03| 10.00000 75.15| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06640 19.000 EACH| 120.00000 2280.00| 100.00000 1900.00| CONSTRUCTION SIGN, A | | | 0055 801-06645 3.000 EACH| 30.00000 90.00| 50.00000 150.00| CONSTRUCTION SIGN, B | | | 0056 801-06710 190.000 DAY | 30.00000 5700.00| 15.00000 2850.00| FLASHING ARROW SIGN | | | 0057 801-06775 LUMP| 22851.93000 22851.93| 27500.00000 27500.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,715.39 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : R -27160-A COUNTIES : DEARBORN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-07118 24.000 m | 35.54000 852.96| 29.00000 696.00| BARRICADE, III-A | | | 0059 802-05701 10.150 m | 37.15000 377.07| 39.00000 395.85| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-76025 2.760 m2 | 238.00000 656.88| 265.00000 731.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0061 802-76035 1.620 m2 | 176.00000 285.12| 195.00000 315.90| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 802-76055 13.600 m | 21.15000 287.64| 23.00000 312.80| SIGN POST, A | | | 0063 802-99058 5.000 EACH| 160.00000 800.00| 160.00000 800.00| SHEET SIGN, INSTALL | | | 0064 805-94295 6.000 EACH| 400.00000 2400.00| 400.00000 2400.00| SIGNAL HEAD, RELOCATE | | | 0065 808-06703 2858.000 m | 0.96000 2743.68| 1.00000 2858.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0066 808-06705 78.000 m | 2.00000 156.00| 4.00000 312.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0067 808-06716 1000.000 m | 0.90000 900.00| 1.00000 1000.00| LINE, REMOVE | | | 0068 808-75245 1612.000 m | 0.96000 1547.52| 1.00000 1612.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0069 808-75260 12.500 m | 10.00000 125.00| 6.00000 75.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0070 808-75278 78.700 m | 10.00000 787.00| 6.00000 472.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0071 808-75297 11.000 m | 30.00000 330.00| 12.00000 132.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0072 808-75320 10.000 EACH| 50.00000 500.00| 59.00000 590.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0073 808-75325 7.000 EACH| 60.00000 420.00| 85.00000 595.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,715.39 ROUTE : 1 CALL ORDER : 270 CONTRACT ID : R -27160-A COUNTIES : DEARBORN LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 | |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-75996 102.000 EACH| 15.00000 1530.00| 10.00000 1020.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 102.000 EACH| 45.75000 4666.50| 35.00000 3570.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 808-92027 970.000 m | 2.00000 1940.00| 3.50000 3395.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0077 606-07484 1550.000 m | 2.47000 3828.50| 2.00000 3100.00| MILLED HMA SHOULDER CORRUGATIONS | | | SECTION TOTALS | $ 727,369.45| $ 889,829.59| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 727,369.45| $ 889,829.59| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,556.17 ROUTE : 10 CALL ORDER : 280 CONTRACT ID : R -27163-A COUNTIES : MARSHALL LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3650017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 253,119.00 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 259,096.03 102.3613% 3 35-1139301 E & B PAVING, INC. $ 294,834.02 116.4803% 4 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 311,821.94 123.1918% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 314,467.75 124.2371% 6 35-1991044 JOHNSON COMPANY INC. $ 358,695.64 141.7102% ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1065659 |(3) 35-1139301 |NORTHERN INDIANA CONSTRUCTIO|BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 5803.65000 5803.65| 3000.00000 3000.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 1650.00000 4950.00| 1500.00000 4500.00| 1700.00000 5100.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12570.00000 12570.00| 13000.00000 13000.00| 14500.00000 14500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4859.00000 4859.00| 2000.00000 2000.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 22306.57000 22306.57| 8400.00000 8400.00| 12500.00000 12500.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 738.000 m3 | 0.01000 7.38| 22.00000 16236.00| 12.00000 8856.00 EXCAVATION, COMMON | | | 0007 205-02229 12.000 m | 47.00000 564.00| 12.00000 144.00| 60.40000 724.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-06933 1.000 EACH| 100.00000 100.00| 50.00000 50.00| 100.00000 100.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 400.000 m | 3.83000 1532.00| 5.00000 2000.00| 8.00000 3200.00 TEMPORARY SILT FENCE | | | 0010 207-07502 1160.000 m2 | 2.40000 2784.00| 13.45000 15602.00| 13.45000 15602.00 SUBGRADE TREATMENT, TYPE D | | | 0011 211-07454 425.000 m3 | 45.19000 19205.75| 10.00000 4250.00| 21.00000 8925.00 STRUCTURE BACKFILL | | | 0012 301-07448 555.000 Mg | 17.20000 9546.00| 15.50000 8602.50| 25.00000 13875.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,556.17 ROUTE : 10 CALL ORDER : 280 CONTRACT ID : R -27163-A COUNTIES : MARSHALL LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1065659 |(3) 35-1139301 |NORTHERN INDIANA CONSTRUCTIO|BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 304-07490 90.000 Mg | 70.00000 6300.00| 70.00000 6300.00| 80.00000 7200.00 HMA PATCHING, TYPE B | | | 0014 306-08036 1100.000 m2 | 3.49000 3839.00| 5.00000 5500.00| 3.21000 3531.00 MILLING, ASPHALT, 50 mm | | | 0015 306-08043 225.000 m2 | 2.24000 504.00| 5.00000 1125.00| 2.00000 450.00 MILLING, TRANSITION | | | 0016 402-07433 210.000 Mg | 45.00000 9450.00| 45.00000 9450.00| 48.00000 10080.00 HMA SURFACE, TYPE B | | | 0017 402-07438 330.000 Mg | 35.00000 11550.00| 35.00000 11550.00| 44.00000 14520.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 155.000 Mg | 42.50000 6587.50| 42.50000 6587.50| 50.73000 7863.15 HMA BASE, TYPE B | | | 0019 406-05521 3100.000 m2 | 0.20000 620.00| 0.70000 2170.00| 0.17000 527.00 ASPHALT FOR TACK COAT | | | 0020 601-06854 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| 2100.00000 4200.00 GUARDRAIL, W-BEAM, NESTED | | | 0021 601-94689 4.000 EACH| 1815.00000 7260.00| 1815.00000 7260.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 900.00000 1800.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 175.260 m | 37.00000 6484.62| 37.00000 6484.62| 42.00000 7360.92 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 615-06490 8.000 EACH| 110.00000 880.00| 110.00000 880.00| 175.00000 1400.00 RIGHT OF WAY MARKER | | | 0025 615-06505 2.000 EACH| 460.00000 920.00| 460.00000 920.00| 575.00000 1150.00 MONUMENT, B | | | 0026 615-06530 1.000 EACH| 535.00000 535.00| 535.00000 535.00| 675.00000 675.00 POST, BENCHMARK | | | 0027 616-02320 320.000 m2 | 3.30000 1056.00| 2.70000 864.00| 4.00000 1280.00 GEOTEXTILES | | | 0028 616-06405 235.000 Mg | 22.20000 5217.00| 20.00000 4700.00| 41.00000 9635.00 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 300.00000 600.00| 750.00000 1500.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 2900.000 m2 | 0.76000 2204.00| 0.35000 1015.00| 0.76000 2204.00 MULCHED SEEDING, R | | | 0031 621-06575 140.000 m2 | 11.12000 1556.80| 10.00000 1400.00| 11.12000 1556.80 SODDING, NURSERY | | | 0032 621-52448 4.000 EACH| 25.00000 100.00| 20.00000 80.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,556.17 ROUTE : 10 CALL ORDER : 280 CONTRACT ID : R -27163-A COUNTIES : MARSHALL LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1065659 |(3) 35-1139301 |NORTHERN INDIANA CONSTRUCTIO|BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 622-91786 117.000 EACH| 10.50000 1228.50| 6.50000 760.50| 10.50000 1228.50 SEEDLING | | | 0034 702-51863 42.000 EACH| 6.30000 264.60| 10.00000 420.00| 10.00000 420.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51032 1926.000 kg | 1.78000 3428.28| 1.50000 2889.00| 2.65000 5103.90 REINFORCING STEEL, EPOXY COATED | | | 0036 709-51821 LUMP| 1315.00000 1315.00| 1200.00000 1200.00| 1200.00000 1200.00 SURFACE SEAL | | | 0037 714-07537 15.130 m | 4213.40000 63748.74| 4500.00000 68085.00| 4720.00000 71413.60 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5400 mm X 2100 mm | | | 0038 714-44240 32.200 m3 | 500.00000 16100.00| 675.00000 21735.00| 775.00000 24955.00 CONCRETE, A, STRUCTURES | | | 0039 715-02628 2.000 EACH| 575.00000 1150.00| 650.00000 1300.00| 440.00000 880.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0040 715-05149 12.000 m | 60.90000 730.80| 84.00000 1008.00| 150.00000 1800.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05169 10.000 m | 72.45000 724.50| 98.00000 980.00| 90.00000 900.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46000 1.000 EACH| 210.00000 210.00| 325.00000 325.00| 170.00000 170.00 PIPE END SECTION, 300 mm | | | 0043 720-45035 1.000 EACH| 1155.00000 1155.00| 1250.00000 1250.00| 1600.00000 1600.00 INLET, F7 | | | 0044 801-04308 6.000 EACH| 135.00000 810.00| 135.00000 810.00| 135.00000 810.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06625 16.000 EACH| 65.00000 1040.00| 65.00000 1040.00| 65.00000 1040.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 20.000 EACH| 60.00000 1200.00| 60.00000 1200.00| 60.00000 1200.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP| 100.00000 100.00| 1000.00000 1000.00| 4500.00000 4500.00 MAINTAINING TRAFFIC | | | 0048 801-07119 57.600 m | 24.65000 1419.84| 24.65000 1419.84| 24.65000 1419.84 BARRICADE, III-B | | | 0049 802-05701 5.400 m | 42.60000 230.04| 28.20000 152.28| 28.20000 152.28 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76025 1.034 m2 | 248.00000 256.43| 141.00000 145.79| 140.45000 145.23 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 808-06712 250.000 m | 0.65000 162.50| 0.65000 162.50| 0.80000 200.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,556.17 ROUTE : 10 CALL ORDER : 280 CONTRACT ID : R -27163-A COUNTIES : MARSHALL LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1690004 |(2) 35-1065659 |(3) 35-1139301 |NORTHERN INDIANA CONSTRUCTIO|BROOKS CONSTRUCTION |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-06713 500.000 m | 0.65000 325.00| 0.65000 325.00| 0.80000 400.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 250.000 m | 0.65000 162.50| 0.65000 162.50| 0.80000 200.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-75996 10.000 EACH| 6.50000 65.00| 12.00000 120.00| 28.00000 280.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 20.000 EACH| 75.00000 1500.00| 30.00000 600.00| 30.00000 600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 253,119.00| $ 259,096.03| $ 294,834.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 253,119.00| $ 259,096.03| $ 294,834.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,556.17 ROUTE : 10 CALL ORDER : 280 CONTRACT ID : R -27163-A COUNTIES : MARSHALL LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 |(6) 35-1991044 |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 4425.79000 4425.79| 3200.00000 3200.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 3239.63000 9718.89| 1800.00000 5400.00| 1800.00000 5400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 10744.32000 10744.32| 15600.00000 15600.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1267.71000 1267.71| 13000.00000 13000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 5098.69000 5098.69| 45300.00000 45300.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 738.000 m3 | 11.19000 8258.22| 10.00000 7380.00| 18.00000 13284.00 EXCAVATION, COMMON | | | 0007 205-02229 12.000 m | 60.40000 724.80| 60.40000 724.80| 65.00000 780.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-06933 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 200.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 205-06937 400.000 m | 4.84000 1936.00| 4.84000 1936.00| 6.00000 2400.00 TEMPORARY SILT FENCE | | | 0010 207-07502 1160.000 m2 | 5.17000 5997.20| 9.20000 10672.00| 10.00000 11600.00 SUBGRADE TREATMENT, TYPE D | | | 0011 211-07454 425.000 m3 | 49.57000 21067.25| 25.00000 10625.00| 25.00000 10625.00 STRUCTURE BACKFILL | | | 0012 301-07448 555.000 Mg | 30.82000 17105.10| 12.00000 6660.00| 18.00000 9990.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 90.000 Mg | 80.00000 7200.00| 70.00000 6300.00| 72.50000 6525.00 HMA PATCHING, TYPE B | | | 0014 306-08036 1100.000 m2 | 3.21000 3531.00| 2.50000 2750.00| 3.00000 3300.00 MILLING, ASPHALT, 50 mm | | | 0015 306-08043 225.000 m2 | 3.92000 882.00| 1.25000 281.25| 3.00000 675.00 MILLING, TRANSITION | | | 0016 402-07433 210.000 Mg | 48.00000 10080.00| 45.00000 9450.00| 47.50000 9975.00 HMA SURFACE, TYPE B | | | 0017 402-07438 330.000 Mg | 44.00000 14520.00| 35.00000 11550.00| 37.50000 12375.00 HMA INTERMEDIATE, TYPE B | | | 0018 402-07441 155.000 Mg | 80.00000 12400.00| 42.50000 6587.50| 45.00000 6975.00 HMA BASE, TYPE B | | | 0019 406-05521 3100.000 m2 | 0.17000 527.00| 0.20000 620.00| 0.30000 930.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,556.17 ROUTE : 10 CALL ORDER : 280 CONTRACT ID : R -27163-A COUNTIES : MARSHALL LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 |(6) 35-1991044 |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06854 2.000 EACH| 2100.00000 4200.00| 2100.00000 4200.00| 2200.00000 4400.00 GUARDRAIL, W-BEAM, NESTED | | | 0021 601-94689 4.000 EACH| 1815.00000 7260.00| 1815.00000 7260.00| 1950.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 2.000 EACH| 850.00000 1700.00| 850.00000 1700.00| 1000.00000 2000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 175.260 m | 37.00000 6484.62| 37.00000 6484.62| 39.00000 6835.14 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 615-06490 8.000 EACH| 219.85000 1758.80| 110.00000 880.00| 110.00000 880.00 RIGHT OF WAY MARKER | | | 0025 615-06505 2.000 EACH| 390.13000 780.26| 460.00000 920.00| 500.00000 1000.00 MONUMENT, B | | | 0026 615-06530 1.000 EACH| 183.46000 183.46| 535.00000 535.00| 600.00000 600.00 POST, BENCHMARK | | | 0027 616-02320 320.000 m2 | 2.59000 828.80| 2.00000 640.00| 5.00000 1600.00 GEOTEXTILES | | | 0028 616-06405 235.000 Mg | 53.74000 12628.90| 25.00000 5875.00| 20.00000 4700.00 RIPRAP, REVETMENT | | | 0029 621-01004 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 2900.000 m2 | 0.76000 2204.00| 0.76000 2204.00| 0.90000 2610.00 MULCHED SEEDING, R | | | 0031 621-06575 140.000 m2 | 11.12000 1556.80| 11.12000 1556.80| 13.00000 1820.00 SODDING, NURSERY | | | 0032 621-52448 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 50.00000 200.00 SIGN, DO NOT SPRAY | | | 0033 622-91786 117.000 EACH| 10.50000 1228.50| 10.50000 1228.50| 12.00000 1404.00 SEEDLING | | | 0034 702-51863 42.000 EACH| 9.23000 387.66| 8.00000 336.00| 10.00000 420.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51032 1926.000 kg | 2.31000 4449.06| 2.90000 5585.40| 6.00000 11556.00 REINFORCING STEEL, EPOXY COATED | | | 0036 709-51821 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| 1000.00000 1000.00 SURFACE SEAL | | | 0037 714-07537 15.130 m | 5730.50000 86702.47| 5700.00000 86241.00| 6230.00000 94259.90 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5400 mm X 2100 mm | | | 0038 714-44240 32.200 m3 | 862.57000 27774.75| 530.00000 17066.00| 650.00000 20930.00 CONCRETE, A, STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 327,556.17 ROUTE : 10 CALL ORDER : 280 CONTRACT ID : R -27163-A COUNTIES : MARSHALL LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1582109 |(5) 35-1817530 |(6) 35-1991044 |KANKAKEE VALLEY CONSTRUCTION|PIONEER ASSOCIATES, INC. |JOHNSON COMPANY INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-02628 2.000 EACH| 315.50000 631.00| 250.00000 500.00| 325.00000 650.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0040 715-05149 12.000 m | 94.10000 1129.20| 96.00000 1152.00| 50.00000 600.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0041 715-05169 10.000 m | 97.08000 970.80| 100.00000 1000.00| 55.00000 550.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46000 1.000 EACH| 439.21000 439.21| 560.00000 560.00| 500.00000 500.00 PIPE END SECTION, 300 mm | | | 0043 720-45035 1.000 EACH| 1572.33000 1572.33| 1300.00000 1300.00| 1600.00000 1600.00 INLET, F7 | | | 0044 801-04308 6.000 EACH| 135.00000 810.00| 135.00000 810.00| 240.00000 1440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06625 16.000 EACH| 65.00000 1040.00| 65.00000 1040.00| 80.00000 1280.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 20.000 EACH| 60.00000 1200.00| 60.00000 1200.00| 110.00000 2200.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP| 2000.00000 2000.00| 1100.00000 1100.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0048 801-07119 57.600 m | 24.65000 1419.84| 24.65000 1419.84| 39.00000 2246.40 BARRICADE, III-B | | | 0049 802-05701 5.400 m | 28.20000 152.28| 28.20000 152.28| 50.00000 270.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76025 1.034 m2 | 140.45000 145.23| 140.00000 144.76| 300.00000 310.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0051 808-06712 250.000 m | 0.65000 162.50| 0.50000 125.00| 2.00000 500.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0052 808-06713 500.000 m | 0.65000 325.00| 0.50000 250.00| 2.00000 1000.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 250.000 m | 0.65000 162.50| 0.50000 125.00| 2.00000 500.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-75996 10.000 EACH| 25.00000 250.00| 24.00000 240.00| 70.00000 700.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 20.000 EACH| 75.00000 1500.00| 30.00000 600.00| 80.00000 1600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 311,821.94| $ 314,467.75| $ 358,695.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,821.94| $ 314,467.75| $ 358,695.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 189,920.00 ROUTE : 31 CALL ORDER : 290 CONTRACT ID : R -27180-A COUNTIES : ST. JOSEPH LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1537028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 62,783.00 100.0000% 2 34-1572955 DEITERING LANDSCAPING, INC. $ 154,000.00 245.2893% ==================================================================================================================================== |(1) 35-1473652 |(2) 34-1572955 | |SLUSSER'S GREEN THUMB, INC. |DEITERING LANDSCAPING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 110-01001 LUMP| 1715.00000 1715.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 621-92968 180.000 LBS | 272.00000 48960.00| 650.00000 117000.00| SEED MIXTURE, WILD FLOWER WITH ANNUALS | | | 0003 622-52436 8.000 EACH| 28.50000 228.00| 100.00000 800.00| SIGN, DO NOT MOW OR SPRAY | | | 0004 624-92647 12.000 ACRE| 703.00000 8436.00| 1800.00000 21600.00| HERBICIDE TREATMENT | | | 0005 801-06775 LUMP| 2700.00000 2700.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0006 802-04893 48.000 EACH| 15.50000 744.00| 75.00000 3600.00| REFERENCE POST | | | SECTION TOTALS | $ 62,783.00| $ 154,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,783.00| $ 154,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 298 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 41,128.00 ROUTE : 35 CALL ORDER : 298 CONTRACT ID : R -27182-A COUNTIES : LAPORTE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1475041 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 19,678.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 41,927.86 213.0697% ==================================================================================================================================== |(1) 35-1473652 |(2) 35-1817574 | |SLUSSER'S GREEN THUMB, INC. |YARDBERRY LANDSCAPE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 110-01001 LUMP| 1975.00000 1975.00| 2000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 621-04258 8.200 LBS | 595.00000 4879.00| 1837.52000 15067.66| SEED MIXTURE GR | | | 0003 621-04258 10.000 LBS | 597.00000 5970.00| 1837.52000 18375.20| SEED MIXTURE WF | | | 0004 622-52436 4.000 EACH| 40.00000 160.00| 45.00000 180.00| SIGN, DO NOT MOW OR SPRAY | | | 0005 624-92647 4.700 ACRE| 1020.00000 4794.00| 550.00000 2585.00| HERBICIDE TREATMENT INVASIVE SPECIES | | | CONTROL | | | 0006 801-06775 LUMP| 1558.00000 1558.00| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0007 802-04893 18.000 EACH| 19.00000 342.00| 40.00000 720.00| REFERENCE POST | | | SECTION TOTALS | $ 19,678.00| $ 41,927.86| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,678.00| $ 41,927.86| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 914,238.00 ROUTE : US 41 CALL ORDER : 300 CONTRACT ID : R -27183-A COUNTIES : KNOX LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/31/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0175035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1990156 EARTH IMAGES, INC. $ 226,305.50 100.0000% 2 02-0657824 F D JACOBI SODDING SERVICE INC. $ 234,338.60 103.5496% ==================================================================================================================================== |(1) 35-1990156 |(2) 02-0657824 | |EARTH IMAGES, INC. |F D JACOBI SODDING SERVICE I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 4300.00000 4300.00| 3950.00000 3950.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 621-04258 697.500 LBS | 245.00000 170887.50| 245.00000 170887.50| SEED MIXTURE WF | | | 0004 622-52436 12.000 EACH| 28.00000 336.00| 30.00000 360.00| SIGN, DO NOT MOW OR SPRAY | | | 0005 624-92647 46.500 ACRE| 228.00000 10602.00| 335.00000 15577.50| HERBICIDE TREATMENT | | | 0006 801-06775 LUMP| 6000.00000 6000.00| 2250.00000 2250.00| MAINTAINING TRAFFIC | | | 0007 802-04893 80.000 EACH| 24.00000 1920.00| 24.00000 1920.00| REFERENCE POST | | | 0008 621-04258 372.000 LBS | 80.00000 29760.00| 93.80000 34893.60| SEED MIXTURE , AN | | | SECTION TOTALS | $ 226,305.50| $ 234,338.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 226,305.50| $ 234,338.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 104,847.50 ROUTE : 30 CALL ORDER : 310 CONTRACT ID : R -27184-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2002013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 39,722.50 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 74,298.40 187.0436% 3 34-1572955 DEITERING LANDSCAPING, INC. $ 173,260.00 436.1759% ==================================================================================================================================== |(1) 35-1473652 |(2) 35-1817574 |(3) 34-1572955 |SLUSSER'S GREEN THUMB, INC. |YARDBERRY LANDSCAPE |DEITERING LANDSCAPING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP| 1719.00000 1719.00| 4000.00000 4000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 1975.00000 1975.00| 3300.00000 3300.00| 7000.00000 7000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 621-04258 97.500 LBS | 288.00000 28080.00| 598.64000 58367.40| 1200.00000 117000.00 SEED MIXTURE WF | | | 0004 622-52436 20.000 EACH| 26.00000 520.00| 45.00000 900.00| 120.00000 2400.00 SIGN, DO NOT MOW OR SPRAY | | | 0005 624-92647 6.500 ACRE| 833.00000 5414.50| 350.00000 2275.00| 3000.00000 19500.00 HERBICIDE TREATMENT | | | 0006 801-06775 LUMP| 1174.00000 1174.00| 4000.00000 4000.00| 6200.00000 6200.00 MAINTAINING TRAFFIC | | | 0007 802-04893 56.000 EACH| 15.00000 840.00| 26.00000 1456.00| 110.00000 6160.00 REFERENCE POST | | | SECTION TOTALS | $ 39,722.50| $ 74,298.40| $ 173,260.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,722.50| $ 74,298.40| $ 173,260.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 750,564.15 ROUTE : 36 CALL ORDER : 330 CONTRACT ID : R -27209-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0761031 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 543,985.04 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 554,811.46 101.9902% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 629,990.31 115.8102% 4 35-1310611 DUNCAN ROBERTSON INC $ 640,731.18 117.7847% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1673827 |(3) 35-1385672 |RIETH RILEY CONSTRUCTION |HENDERSON, H.E., INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 6200.00000 6200.00| 10892.00000 10892.00| 13500.00000 13500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2070.00000 16560.00| 1731.80000 13854.40| 1428.00000 11424.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 27300.00000 27300.00| 19880.00000 19880.00| 31700.00000 31700.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10900.00000 10900.00| 2200.40000 2200.40| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 86.000 m2 | 27.00000 2322.00| 6.72000 577.92| 20.00000 1720.00 PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 14000.00000 14000.00| 17107.40000 17107.40| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 1250.000 m3 | 18.00000 22500.00| 11.42000 14275.00| 12.00000 15000.00 EXCAVATION, COMMON | | | 0008 205-06931 119.000 Mg | 25.00000 2975.00| 28.60000 3403.40| 24.19000 2878.61 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06932 144.000 m | 26.55000 3823.20| 27.88000 4014.72| 25.85000 3722.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 60.000 m | 5.77000 346.20| 6.06000 363.60| 15.25000 915.00 TEMPORARY SILT FENCE | | | 0011 207-07500 1989.000 m2 | 7.65000 15215.85| 6.83000 13584.87| 10.00000 19890.00 SUBGRADE TREATMENT, TYPE C | | | 0012 207-07503 2238.000 m2 | 1.40000 3133.20| 4.12000 9220.56| 10.00000 22380.00 SUBGRADE TREATMENT, TYPE E | | | 0013 211-07454 297.000 m3 | 36.00000 10692.00| 34.75000 10320.75| 30.00000 8910.00 STRUCTURE BACKFILL | | | 0014 213-08058 226.000 m3 | 76.00000 17176.00| 93.81000 21201.06| 82.00000 18532.00 FLOWABLE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 750,564.15 ROUTE : 36 CALL ORDER : 330 CONTRACT ID : R -27209-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1673827 |(3) 35-1385672 |RIETH RILEY CONSTRUCTION |HENDERSON, H.E., INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 301-07448 2180.000 Mg | 16.00000 34880.00| 15.55000 33899.00| 18.00000 39240.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08036 2866.000 m2 | 3.00000 8598.00| 1.10000 3152.60| 2.00000 5732.00 MILLING, ASPHALT, 50 mm | | | 0017 401-06264 LUMP| 1000.00000 1000.00| 1050.00000 1050.00| 1484.00000 1484.00 PROFILOGRAPH, HMA | | | 0018 402-07432 149.000 Mg | 45.00000 6705.00| 50.05000 7457.45| 57.74000 8603.26 HMA SURFACE, TYPE A | | | 0019 402-07433 260.000 Mg | 45.00000 11700.00| 48.85000 12701.00| 47.46000 12339.60 HMA SURFACE, TYPE B | | | 0020 402-07435 248.000 Mg | 52.00000 12896.00| 56.28000 13957.44| 49.34000 12236.32 HMA INTERMEDIATE, TYPE A | | | 0021 402-07438 15.000 Mg | 52.00000 780.00| 54.60000 819.00| 102.71000 1540.65 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 58.000 Mg | 55.00000 3190.00| 57.75000 3349.50| 77.36000 4486.88 HMA BASE, TYPE B | | | 0023 402-07451 475.000 Mg | 44.00000 20900.00| 47.07000 22358.25| 47.93000 22766.75 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 402-07453 940.000 Mg | 43.00000 40420.00| 46.05000 43287.00| 43.63000 41012.20 HMA FOR TEMPORARY PAVEMENT | | | 0025 405-05518 4004.000 m2 | 0.15000 600.60| 0.16000 640.64| 1.00000 4004.00 ASPHALT FOR PRIME COAT | | | 0026 406-05521 9773.000 m2 | 0.05000 488.65| 0.05000 488.65| 0.25000 2443.25 ASPHALT FOR TACK COAT | | | 0027 601-02206 60.960 m | 33.40000 2036.06| 35.07000 2137.87| 22.15000 1350.26 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0028 601-06854 2.000 EACH| 2035.00000 4070.00| 2136.75000 4273.50| 2035.00000 4070.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 4.000 EACH| 1815.00000 7260.00| 1905.75000 7623.00| 1815.00000 7260.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97080 4.000 EACH| 2000.00000 8000.00| 2100.00000 8400.00| 2000.00000 8000.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 160.020 m | 37.90000 6064.76| 39.80000 6368.80| 37.90000 6064.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 611-06497 1.000 EACH| 180.00000 180.00| 189.00000 189.00| 180.00000 180.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 12.000 EACH| 106.00000 1272.00| 111.30000 1335.60| 106.00000 1272.00 RIGHT OF WAY MARKER | | | 0034 615-06505 3.000 EACH| 450.00000 1350.00| 472.50000 1417.50| 450.00000 1350.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 750,564.15 ROUTE : 36 CALL ORDER : 330 CONTRACT ID : R -27209-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1673827 |(3) 35-1385672 |RIETH RILEY CONSTRUCTION |HENDERSON, H.E., INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 615-06535 1.000 EACH| 520.00000 520.00| 546.00000 546.00| 520.00000 520.00 BENCH MARK POST, RESET | | | 0036 616-02320 673.000 m2 | 3.00000 2019.00| 2.81000 1891.13| 1.98000 1332.54 GEOTEXTILES | | | 0037 616-06405 363.000 Mg | 25.00000 9075.00| 26.86000 9750.18| 17.41000 6319.83 RIPRAP, REVETMENT | | | 0038 621-01004 3.000 EACH| 365.00000 1095.00| 383.25000 1149.75| 625.00000 1875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01660 1060.000 m2 | 0.55000 583.00| 0.58000 614.80| 0.82000 869.20 MULCHED SEEDING, LEGUME, 2 | | | 0040 621-02363 7810.000 m2 | 0.34000 2655.40| 0.36000 2811.60| 0.35000 2733.50 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0041 621-06548 2.000 kg | 68.00000 136.00| 71.40000 142.80| 55.00000 110.00 SEED MIXTURE, CV | | | 0042 621-06559 5276.000 m2 | 0.39000 2057.64| 0.41000 2163.16| 0.40000 2110.40 MULCHED SEEDING, R | | | 0043 621-06567 27.000 kL | 0.60000 16.20| 0.63000 17.01| 2.50000 67.50 WATER | | | 0044 621-06574 1474.000 m2 | 4.12000 6072.88| 4.33000 6382.42| 4.30000 6338.20 SODDING | | | 0045 713-51335 LUMP| 60650.00000 60650.00| 50388.10000 50388.10| 60000.00000 60000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0046 723-06660 77.600 m2 | 275.00000 21340.00| 505.49000 39226.02| 574.00000 44542.40 WINGWALL | | | 0047 723-06927 17.400 m | 5550.00000 96570.00| 5731.59000 99729.67| 6464.00000 112473.60 STRUCTURE, PRECAST THREE-SIDED, | | | 0048 801-04308 2.000 EACH| 325.00000 650.00| 259.35000 518.70| 325.00000 650.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 1040.000 m | 1.33000 1383.20| 0.57000 592.80| 1.30000 1352.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 560.000 m | 3.95000 2212.00| 3.31000 1853.60| 3.95000 2212.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06640 18.000 EACH| 78.00000 1404.00| 105.00000 1890.00| 78.00000 1404.00 CONSTRUCTION SIGN, A | | | 0052 801-06645 11.000 EACH| 55.00000 605.00| 49.35000 542.85| 55.00000 605.00 CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 2000.00000 2000.00| 13566.00000 13566.00| 16061.00000 16061.00 MAINTAINING TRAFFIC | | | 0054 801-07118 21.600 m | 30.00000 648.00| 25.20000 544.32| 30.00000 648.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 750,564.15 ROUTE : 36 CALL ORDER : 330 CONTRACT ID : R -27209-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1673827 |(3) 35-1385672 |RIETH RILEY CONSTRUCTION |HENDERSON, H.E., INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-05702 6.800 m | 22.00000 149.60| 23.10000 157.08| 22.00000 149.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0056 802-76035 0.510 m2 | 318.00000 162.18| 333.90000 170.29| 318.00000 162.18 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 808-06703 2600.000 m | 0.98000 2548.00| 0.32000 832.00| 0.98000 2548.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-06716 280.000 m | 1.97000 551.60| 2.63000 736.40| 1.97000 551.60 LINE, REMOVE | | | 0059 808-75240 324.000 m | 0.98000 317.52| 0.32000 103.68| 0.98000 317.52 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0060 808-75245 601.000 m | 0.98000 588.98| 0.32000 192.32| 0.98000 588.98 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75996 82.000 EACH| 4.26000 349.32| 19.95000 1635.90| 4.26000 349.32 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 82.000 EACH| 25.50000 2091.00| 10.50000 861.00| 25.50000 2091.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 543,985.04| $ 554,811.46| $ 629,990.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 543,985.04| $ 554,811.46| $ 629,990.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 750,564.15 ROUTE : 36 CALL ORDER : 330 CONTRACT ID : R -27209-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 | | |DUNCAN ROBERTSON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 86.000 m2 | 20.00000 1720.00| | PAVEMENT REMOVAL | | | 0006 202-51330 LUMP| 25000.00000 25000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 1250.000 m3 | 15.00000 18750.00| | EXCAVATION, COMMON | | | 0008 205-06931 119.000 Mg | 20.00000 2380.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06932 144.000 m | 5.00000 720.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 60.000 m | 5.00000 300.00| | TEMPORARY SILT FENCE | | | 0011 207-07500 1989.000 m2 | 11.00000 21879.00| | SUBGRADE TREATMENT, TYPE C | | | 0012 207-07503 2238.000 m2 | 4.00000 8952.00| | SUBGRADE TREATMENT, TYPE E | | | 0013 211-07454 297.000 m3 | 30.00000 8910.00| | STRUCTURE BACKFILL | | | 0014 213-08058 226.000 m3 | 100.00000 22600.00| | FLOWABLE BACKFILL | | | 0015 301-07448 2180.000 Mg | 15.00000 32700.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08036 2866.000 m2 | 2.00000 5732.00| | MILLING, ASPHALT, 50 mm | | | 0017 401-06264 LUMP| 1250.00000 1250.00| | PROFILOGRAPH, HMA | | | 0018 402-07432 149.000 Mg | 50.00000 7450.00| | HMA SURFACE, TYPE A | | | 0019 402-07433 260.000 Mg | 50.00000 13000.00| | HMA SURFACE, TYPE B | | | 0020 402-07435 248.000 Mg | 54.60000 13540.80| | HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 750,564.15 ROUTE : 36 CALL ORDER : 330 CONTRACT ID : R -27209-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 | | |DUNCAN ROBERTSON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07438 15.000 Mg | 54.60000 819.00| | HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 58.000 Mg | 57.75000 3349.50| | HMA BASE, TYPE B | | | 0023 402-07451 475.000 Mg | 50.00000 23750.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0024 402-07453 940.000 Mg | 47.30000 44462.00| | HMA FOR TEMPORARY PAVEMENT | | | 0025 405-05518 4004.000 m2 | 0.16000 640.64| | ASPHALT FOR PRIME COAT | | | 0026 406-05521 9773.000 m2 | 0.08000 781.84| | ASPHALT FOR TACK COAT | | | 0027 601-02206 60.960 m | 36.75000 2240.28| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0028 601-06854 2.000 EACH| 2240.00000 4480.00| | GUARDRAIL, W-BEAM, NESTED | | | 0029 601-94689 4.000 EACH| 2000.00000 8000.00| | GUARDRAIL END TREATMENT, OS | | | 0030 601-97080 4.000 EACH| 2200.00000 8800.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 160.020 m | 41.75000 6680.84| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 611-06497 1.000 EACH| 200.00000 200.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 12.000 EACH| 116.00000 1392.00| | RIGHT OF WAY MARKER | | | 0034 615-06505 3.000 EACH| 500.00000 1500.00| | MONUMENT, B | | | 0035 615-06535 1.000 EACH| 575.00000 575.00| | BENCH MARK POST, RESET | | | 0036 616-02320 673.000 m2 | 3.00000 2019.00| | GEOTEXTILES | | | 0037 616-06405 363.000 Mg | 18.00000 6534.00| | RIPRAP, REVETMENT | | | 0038 621-01004 3.000 EACH| 400.00000 1200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01660 1060.000 m2 | 0.60000 636.00| | MULCHED SEEDING, LEGUME, 2 | | | 0040 621-02363 7810.000 m2 | 0.38000 2967.80| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 750,564.15 ROUTE : 36 CALL ORDER : 330 CONTRACT ID : R -27209-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 | | |DUNCAN ROBERTSON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06548 2.000 kg | 75.00000 150.00| | SEED MIXTURE, CV | | | 0042 621-06559 5276.000 m2 | 0.44000 2321.44| | MULCHED SEEDING, R | | | 0043 621-06567 27.000 kL | 0.66000 17.82| | WATER | | | 0044 621-06574 1474.000 m2 | 4.50000 6633.00| | SODDING | | | 0045 713-51335 LUMP| 100000.00000 100000.00| | TEMPORARY BRIDGE AND APPROACHES | | | 0046 723-06660 77.600 m2 | 650.00000 50440.00| | WINGWALL | | | 0047 723-06927 17.400 m | 4500.00000 78300.00| | STRUCTURE, PRECAST THREE-SIDED, | | | 0048 801-04308 2.000 EACH| 268.40000 536.80| | ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06203 1040.000 m | 0.66000 686.40| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0050 801-06207 560.000 m | 3.30000 1848.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0051 801-06640 18.000 EACH| 120.00000 2160.00| | CONSTRUCTION SIGN, A | | | 0052 801-06645 11.000 EACH| 44.00000 484.00| | CONSTRUCTION SIGN, B | | | 0053 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0054 801-07118 21.600 m | 50.00000 1080.00| | BARRICADE, III-A | | | 0055 802-05702 6.800 m | 25.00000 170.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0056 802-76035 0.510 m2 | 350.00000 178.50| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0057 808-06703 2600.000 m | 1.32000 3432.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0058 808-06716 280.000 m | 1.60000 448.00| | LINE, REMOVE | | | 0059 808-75240 324.000 m | 2.30000 745.20| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 330 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 750,564.15 ROUTE : 36 CALL ORDER : 330 CONTRACT ID : R -27209-A COUNTIES : PUTNAM LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 | | |DUNCAN ROBERTSON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-75245 601.000 m | 1.32000 793.32| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0061 808-75996 82.000 EACH| 20.00000 1640.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 82.000 EACH| 27.50000 2255.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 640,731.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 640,731.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,810.00 ROUTE : 6 CALL ORDER : 350 CONTRACT ID : R -27257-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2121018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 164,887.33 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 178,698.78 108.3762% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 222,863.88 135.1613% ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 AUXILLARY LANE CONSTRUCTION | | | 0001 105-06845 LUMP| 2880.00000 2880.00| 3840.00000 3840.00| 3840.00000 3840.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2500.00000 7500.00| 2000.00000 6000.00| 2000.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 7500.00000 7500.00| 8800.00000 8800.00| 11100.00000 11100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2200.00000 2200.00| 3500.00000 3500.00| 3300.00000 3300.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 713.000 CYS | 13.30000 9482.90| 15.00000 10695.00| 30.00000 21390.00 EXCAVATION, COMMON | | | 0006 205-06932 216.000 LFT | 8.54000 1844.64| 8.54000 1844.64| 8.54000 1844.64 TEMPORARY CHECK DAM, STRAW BALES | | | 0007 205-06933 2.000 EACH| 90.00000 180.00| 90.00000 180.00| 90.00000 180.00 TEMPORARY DITCH INLET PROTECTION | | | 0008 205-06937 180.000 LFT | 4.16000 748.80| 4.16000 748.80| 4.16000 748.80 TEMPORARY SILT FENCE | | | 0009 207-07498 1550.000 SYS | 7.00000 10850.00| 9.00000 13950.00| 18.00000 27900.00 SUBGRADE TREATMENT, TYPE A | | | 0010 211-07454 11.300 CYS | 35.00000 395.50| 50.00000 565.00| 97.00000 1096.10 STRUCTURE BACKFILL | | | 0011 303-01180 525.000 TON | 14.50000 7612.50| 18.00000 9450.00| 31.00000 16275.00 COMPACTED AGGREGATE, NO. 53 | | | 0012 402-07433 115.000 TON | 46.85000 5387.75| 52.50000 6037.50| 76.00000 8740.00 HMA SURFACE, TYPE B | | | 0013 402-07438 191.000 TON | 37.55000 7172.05| 46.00000 8786.00| 55.00000 10505.00 HMA INTERMEDIATE, TYPE B | | | 0014 402-07441 1050.000 TON | 35.25000 37012.50| 38.00000 39900.00| 45.00000 47250.00 HMA BASE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,810.00 ROUTE : 6 CALL ORDER : 350 CONTRACT ID : R -27257-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05517 0.700 TON | 650.00000 455.00| 850.00000 595.00| 550.00000 385.00 ASPHALT FOR PRIME COAT | | | 0016 406-05520 1.150 TON | 550.00000 632.50| 650.00000 747.50| 200.00000 230.00 ASPHALT FOR TACK COAT | | | 0017 607-06335 429.000 LFT | 35.00000 15015.00| 22.00000 9438.00| 32.00000 13728.00 PAVED SIDE DITCH, A | | | 0018 610-05527 104.000 TON | 69.05000 7181.20| 62.50000 6500.00| 86.00000 8944.00 HMA FOR APPROACHES | | | 0019 615-06505 2.000 EACH| 400.00000 800.00| 450.00000 900.00| 450.00000 900.00 MONUMENT, B | | | 0020 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0021 621-06545 0.120 TON | 995.00000 119.40| 995.00000 119.40| 995.00000 119.40 FERTILIZER | | | 0022 621-06553 51.000 LBS | 5.24000 267.24| 5.24000 267.24| 5.24000 267.24 SEED MIXTURE, R | | | 0023 621-06557 25.000 LBS | 23.50000 587.50| 23.50000 587.50| 23.50000 587.50 SEED MIXTURE, T | | | 0024 621-06565 0.600 TON | 759.00000 455.40| 759.00000 455.40| 759.00000 455.40 MULCHING MATERIAL | | | 0025 621-06567 0.800 MG | 2.00000 1.60| 2.00000 1.60| 2.00000 1.60 WATER | | | 0026 621-06575 200.000 SYS | 10.36000 2072.00| 10.36000 2072.00| 22.00000 4400.00 SODDING, NURSERY | | | 0027 715-05151 265.000 LFT | 16.75000 4438.75| 32.00000 8480.00| 26.00000 6890.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0028 715-05361 89.000 LFT | 53.10000 4725.90| 52.00000 4628.00| 36.00000 3204.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0029 715-46005 2.000 EACH| 435.50000 871.00| 480.00000 960.00| 400.00000 800.00 PIPE END SECTION, 15 IN. | | | 0030 715-46045 4.000 EACH| 809.50000 3238.00| 700.00000 2800.00| 370.00000 1480.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0031 720-45035 2.000 EACH| 975.00000 1950.00| 1550.00000 3100.00| 850.00000 1700.00 INLET, F7 | | | 0032 801-06207 10700.000 LFT | 0.75000 8025.00| 0.75000 8025.00| 0.85000 9095.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 10.000 EACH| 69.00000 690.00| 78.00000 780.00| 70.00000 700.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 174,810.00 ROUTE : 6 CALL ORDER : 350 CONTRACT ID : R -27257-A COUNTIES : PORTER LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035700 |(2) 35-1120685 |(3) 35-0918397 |BUCKO CONSTRUCTION |WALSH & KELLY |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06645 2.000 EACH| 35.00000 70.00| 50.00000 100.00| 42.00000 84.00 CONSTRUCTION SIGN, B | | | 0035 801-06775 LUMP| 6500.00000 6500.00| 7200.00000 7200.00| 2576.00000 2576.00 MAINTAINING TRAFFIC | | | 0036 801-07119 24.000 LFT | 12.00000 288.00| 15.20000 364.80| 16.25000 390.00 BARRICADE, III-B | | | 0037 808-06703 3500.000 LFT | 0.36000 1260.00| 0.38000 1330.00| 0.36000 1260.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0038 808-06716 6760.000 LFT | 0.29000 1960.40| 0.35000 2366.00| 0.29000 1960.40 LINE, REMOVE | | | 0039 808-75245 3380.000 LFT | 0.36000 1216.80| 0.38000 1284.40| 0.36000 1216.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 164,887.33| $ 178,698.78| $ 222,863.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,887.33| $ 178,698.78| $ 222,863.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 366 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,010,054.52 ROUTE : 65 CALL ORDER : 366 CONTRACT ID : R -27306-C COUNTIES : TIPPECANOE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 065600M SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,009,396.70 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,228,457.66 121.7021% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |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 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 8500.00000 8500.00| 4600.00000 4600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 3.000 MOS | 2700.00000 8100.00| 2333.63000 7000.89| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50470.00000 50470.00| 160635.87000 160635.87| MOBILIZATION AND DEMOBILIZATION | | | 0004 303-01180 40.000 TON | 55.00000 2200.00| 153.59000 6143.60| COMPACTED AGGREGATE, NO. 53 | | | 0005 303-07449 500.000 TON | 35.00000 17500.00| 35.63000 17815.00| COMPACTED AGGREGATE, NO. 73 | | | 0006 304-07783 50.000 TON | 165.00000 8250.00| 288.36000 14418.00| HMA PATCHING, TYPE D | | | 0007 306-08033 124897.000 SYS | 0.85000 106162.45| 1.09000 136137.73| MILLING, ASPHALT, 1 IN. | | | 0008 401-06264 LUMP| 3350.00000 3350.00| 10630.57000 10630.57| PROFILOGRAPH, HMA | | | 0009 401-07337 10304.000 TON | 65.00000 669760.00| 69.39000 714994.56| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm -SMA | | | 0010 406-05520 35.000 TON | 175.00000 6125.00| 196.03000 6861.05| ASPHALT FOR TACK COAT | | | 0011 507-07480 4800.000 SYS | 0.10000 480.00| 8.13000 39024.00| PCCP PROFILING | | | 0012 507-07482 440.000 LFT | 2.65000 1166.00| 13.32000 5860.80| CRACKS AND JOINTS IN PCCP, ROUT AND SEAL| | | 0013 801-01093 6.000 EACH| 240.00000 1440.00| 275.00000 1650.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0014 801-03290 24.000 EACH| 80.00000 1920.00| 79.00000 1896.00| CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 366 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,010,054.52 ROUTE : 65 CALL ORDER : 366 CONTRACT ID : R -27306-C COUNTIES : TIPPECANOE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |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 801-06640 30.000 EACH| 65.00000 1950.00| 59.00000 1770.00| CONSTRUCTION SIGN, A | | | 0016 801-06710 80.000 DAY | 13.65000 1092.00| 15.00000 1200.00| FLASHING ARROW SIGN | | | 0017 801-06775 LUMP| 57900.00000 57900.00| 41350.70000 41350.70| MAINTAINING TRAFFIC | | | 0018 801-07215 40.000 DAY | 100.00000 4000.00| 90.00000 3600.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0019 808-03631 2400.000 LFT | 1.20000 2880.00| 0.75000 1800.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0020 808-03632 2400.000 LFT | 1.20000 2880.00| 0.75000 1800.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0021 808-06368 1200.000 LFT | 1.90000 2280.00| 1.75000 2100.00| TRANSVERSE MARKING, REMOVE | | | 0022 808-06702 11077.500 LFT | 0.34000 3766.35| 0.30000 3323.25| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0023 808-06703 41743.000 LFT | 0.25000 10435.75| 0.24000 10018.32| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0024 808-06705 3340.000 LFT | 0.65000 2171.00| 0.55000 1837.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.| | | 0025 808-06706 1200.000 LFT | 3.10000 3720.00| 2.95000 3540.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0026 808-06716 2400.000 LFT | 0.70000 1680.00| 0.60000 1440.00| LINE, REMOVE | | | 0027 808-74811 600.000 LFT | 2.60000 1560.00| 0.95000 570.00| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0028 808-75245 41743.000 LFT | 0.25000 10435.75| 0.24000 10018.32| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0029 808-75996 552.000 EACH| 5.50000 3036.00| 5.25000 2898.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 552.000 EACH| 25.70000 14186.40| 24.50000 13524.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,009,396.70| $ 1,228,457.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,009,396.70| $ 1,228,457.66| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/31/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B868006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 1,194,380.89 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,206,390.57 101.0055% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,209,382.45 101.2560% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 1,292,551.05 108.2193% 5 35-1139301 E & B PAVING, INC. $ 1,295,165.61 108.4382% 6 35-1609544 SCHUTT-LOOKABILL CO $ 1,349,937.28 113.0240% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,380,298.61 115.5660% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 32000.00000 32000.00| 26250.00000 26250.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 1350.00000 10800.00| 2700.00000 21600.00| 1000.00000 8000.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 51900.00000 51900.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 20000.00000 20000.00| 32000.00000 32000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 217.000 m2 | 10.30000 2235.10| 9.00000 1953.00| 13.00000 2821.00 PAVEMENT REMOVAL | | | 0006 202-02279 159.000 m | 19.00000 3021.00| 19.00000 3021.00| 23.60000 3752.40 CURB AND GUTTER, REMOVE | | | 0007 202-52710 110.000 m2 | 14.00000 1540.00| 20.00000 2200.00| 5.80000 638.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-74045 15.000 EACH| 95.00000 1425.00| 95.00000 1425.00| 94.50000 1417.50 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-91385 2.000 EACH| 395.00000 790.00| 250.00000 500.00| 260.00000 520.00 INLET, REMOVE | | | 0010 202-92431 63.000 Mg | 9.25000 582.75| 25.00000 1575.00| 7.00000 441.00 RIPRAP, REMOVE | | | 0011 202-93047 3.000 EACH| 395.00000 1185.00| 720.00000 2160.00| 345.00000 1035.00 MANHOLE, REMOVE | | | 0012 202-96133 357.000 m | 26.50000 9460.50| 34.00000 12138.00| 32.00000 11424.00 PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 3659.000 m3 | 15.00000 54885.00| 21.10000 77204.90| 13.30000 48664.70 EXCAVATION, COMMON | | | 0014 205-06932 78.000 m | 20.00000 1560.00| 23.00000 1794.00| 23.00000 1794.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 30.000 EACH| 45.00000 1350.00| 48.00000 1440.00| 47.00000 1410.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1011.000 m | 4.90000 4953.90| 5.00000 5055.00| 5.00000 5055.00 TEMPORARY SILT FENCE | | | 0017 207-07498 13201.000 m2 | 3.80000 50163.80| 4.50000 59404.50| 8.75000 115508.75 SUBGRADE TREATMENT, TYPE A | | | 0018 211-07454 160.000 m3 | 18.50000 2960.00| 18.00000 2880.00| 11.00000 1760.00 STRUCTURE BACKFILL | | | 0019 213-52830 83.200 m3 | 80.60000 6705.92| 80.00000 6656.00| 67.00000 5574.40 FLOWABLE MORTAR | | | 0020 301-07448 2893.000 Mg | 23.20000 67117.60| 24.00000 69432.00| 15.55000 44986.15 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 303-04853 163.000 Mg | 19.00000 3097.00| 30.00000 4890.00| 16.00000 2608.00 COMPACTED AGGREGATE | | | 0022 304-07490 38.200 Mg | 94.00000 3590.80| 62.00000 2368.40| 60.00000 2292.00 HMA PATCHING, TYPE B | | | 0023 304-07493 2180.000 Mg | 50.00000 109000.00| 32.75000 71395.00| 34.30000 74774.00 WIDENING WITH HMA, TYPE B | | | 0024 306-08043 379.000 m2 | 5.00000 1895.00| 7.00000 2653.00| 9.00000 3411.00 MILLING, TRANSITION | | | 0025 401-07333 1543.000 Mg | 43.50000 67120.50| 44.50000 68663.50| 49.25000 75992.75 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0026 401-07402 2521.000 Mg | 38.50000 97058.50| 36.50000 92016.50| 42.00000 105882.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07407 4248.700 Mg | 34.75000 147642.33| 33.30000 141481.71| 31.40000 133409.18 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 402-07432 224.000 Mg | 55.00000 12320.00| 46.00000 10304.00| 52.00000 11648.00 HMA SURFACE, TYPE A | | | 0029 402-07440 672.000 Mg | 40.00000 26880.00| 34.65000 23284.80| 42.00000 28224.00 HMA BASE, TYPE A | | | 0030 402-07451 237.000 Mg | 45.00000 10665.00| 39.45000 9349.65| 40.00000 9480.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0031 405-05518 2488.000 m2 | 0.35000 870.80| 0.55000 1368.40| 0.25000 622.00 ASPHALT FOR PRIME COAT | | | 0032 406-05520 13.000 Mg | 200.00000 2600.00| 190.00000 2470.00| 150.00000 1950.00 ASPHALT FOR TACK COAT | | | 0033 604-06069 8.600 m2 | 100.00000 860.00| 57.00000 490.20| 162.00000 1393.20 CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 604-91531 68.400 m2 | 110.00000 7524.00| 55.75000 3813.30| 48.60000 3324.24 SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06140 821.000 m | 49.00000 40229.00| 33.00000 27093.00| 56.00000 45976.00 CURB AND GUTTER, CONCRETE | | | 0036 605-97937 28.000 m | 137.00000 3836.00| 72.00000 2016.00| 69.00000 1932.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0037 610-07486 210.000 Mg | 83.00000 17430.00| 71.00000 14910.00| 60.00000 12600.00 HMA FOR APPROACHES, TYPE A | | | 0038 610-07487 427.000 Mg | 70.00000 29890.00| 48.50000 20709.50| 52.00000 22204.00 HMA FOR APPROACHES, TYPE B | | | 0039 611-05330 1101.000 m2 | 36.50000 40186.50| 37.50000 41287.50| 47.15000 51912.15 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 16.000 EACH| 148.00000 2368.00| 110.00000 1760.00| 147.00000 2352.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 611-95023 4.000 EACH| 145.00000 580.00| 75.00000 300.00| 143.00000 572.00 MAILBOX ASSEMBLY, RESET | | | 0042 615-06505 7.000 EACH| 600.00000 4200.00| 365.00000 2555.00| 604.00000 4228.00 MONUMENT, B | | | 0043 616-02320 254.000 m2 | 5.50000 1397.00| 1.40000 355.60| 6.00000 1524.00 GEOTEXTILES | | | 0044 616-06451 144.000 Mg | 34.60000 4982.40| 21.20000 3052.80| 37.50000 5400.00 RIPRAP, UNIFORM | | | 0045 621-06567 211.000 kL | 1.06000 223.66| 1.10000 232.10| 1.05000 221.55 WATER | | | 0046 621-06575 11698.000 m2 | 3.00000 35094.00| 3.00000 35094.00| 4.50000 52641.00 SODDING, NURSERY | | | 0047 715-05149 545.000 m | 93.00000 50685.00| 96.00000 52320.00| 54.00000 29430.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 715-05151 610.500 m | 100.00000 61050.00| 115.00000 70207.50| 63.00000 38461.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 715-05422 23.000 m | 538.00000 12374.00| 300.00000 6900.00| 225.00000 5175.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0050 715-05595 2.000 m | 235.00000 470.00| 135.00000 270.00| 264.00000 528.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0051 715-05711 153.000 m | 158.00000 24174.00| 90.00000 13770.00| 70.00000 10710.00 PIPE, SANITARY SEWER, 150 mm | | | 0052 715-46000 1.000 EACH| 900.00000 900.00| 265.00000 265.00| 148.00000 148.00 PIPE END SECTION, 300 mm | | | 0053 715-46005 4.000 EACH| 930.00000 3720.00| 315.00000 1260.00| 170.00000 680.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 720-01894 1.000 EACH| 700.00000 700.00| 750.00000 750.00| 457.00000 457.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0055 720-45030 30.000 EACH| 1200.00000 36000.00| 1500.00000 45000.00| 798.00000 23940.00 INLET, E7 | | | 0056 720-98174 7.000 EACH| 1700.00000 11900.00| 1925.00000 13475.00| 1488.00000 10416.00 INLET, B15 | | | 0057 801-04308 8.000 EACH| 210.00000 1680.00| 215.00000 1720.00| 210.00000 1680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 26.000 EACH| 68.00000 1768.00| 70.00000 1820.00| 68.25000 1774.50 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 20.000 EACH| 116.00000 2320.00| 115.00000 2300.00| 115.50000 2310.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 52.50000 105.00 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 1600.00000 1600.00| 16000.00000 16000.00| 32418.00000 32418.00 MAINTAINING TRAFFIC | | | 0062 801-07119 168.000 m | 0.50000 84.00| 0.55000 92.40| 0.55000 92.40 BARRICADE, III-B | | | 0063 802-05701 54.700 m | 53.00000 2899.10| 54.00000 2953.80| 52.50000 2871.75 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-76025 5.965 m2 | 270.00000 1610.55| 275.00000 1640.38| 267.50000 1595.64 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76035 0.540 m2 | 280.00000 151.20| 285.00000 153.90| 278.25000 150.26 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 808-06703 1974.500 m | 0.95000 1875.78| 0.95000 1875.78| 0.95000 1875.78 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-75245 520.000 m | 0.95000 494.00| 0.95000 494.00| 0.95000 494.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75297 50.000 m | 10.00000 500.00| 10.75000 537.50| 10.40000 520.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0069 808-75320 11.000 EACH| 58.00000 638.00| 60.00000 660.00| 57.75000 635.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 11.000 EACH| 47.00000 517.00| 48.00000 528.00| 47.25000 519.75 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1151771 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-75998 201.000 EACH| 29.00000 5829.00| 29.75000 5979.75| 29.00000 5829.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-92027 2073.000 m | 2.40000 4975.20| 2.40000 4975.20| 2.35000 4871.55 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0073 808-96016 418.000 m | 5.00000 2090.00| 5.00000 2090.00| 4.95000 2069.10 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 1,194,380.89| $ 1,206,390.57| $ 1,209,382.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,194,380.89| $ 1,206,390.57| $ 1,209,382.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1139301 |(6) 35-1609544 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 35500.00000 35500.00| 38772.00000 38772.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 1000.00000 8000.00| 2350.00000 18800.00| 2114.97000 16919.76 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 64500.00000 64500.00| 64000.00000 64000.00| 67496.93000 67496.93 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25800.00000 25800.00| 58405.00000 58405.00| 40129.03000 40129.03 CLEARING RIGHT OF WAY | | | 0005 202-02240 217.000 m2 | 20.00000 4340.00| 13.80000 2994.60| 9.80000 2126.60 PAVEMENT REMOVAL | | | 0006 202-02279 159.000 m | 10.00000 1590.00| 15.10000 2400.90| 16.10000 2559.90 CURB AND GUTTER, REMOVE | | | 0007 202-52710 110.000 m2 | 7.00000 770.00| 8.75000 962.50| 9.60000 1056.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-74045 15.000 EACH| 100.00000 1500.00| 45.00000 675.00| 97.20000 1458.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-91385 2.000 EACH| 750.00000 1500.00| 155.00000 310.00| 100.28000 200.56 INLET, REMOVE | | | 0010 202-92431 63.000 Mg | 35.00000 2205.00| 10.30000 648.90| 33.09000 2084.67 RIPRAP, REMOVE | | | 0011 202-93047 3.000 EACH| 1000.00000 3000.00| 155.00000 465.00| 185.13000 555.39 MANHOLE, REMOVE | | | 0012 202-96133 357.000 m | 29.00000 10353.00| 23.60000 8425.20| 17.38000 6204.66 PIPE, REMOVE | | | 0013 203-02000 3659.000 m3 | 39.00000 142701.00| 36.80000 134651.20| 32.27000 118075.93 EXCAVATION, COMMON | | | 0014 205-06932 78.000 m | 22.50000 1755.00| 22.50000 1755.00| 24.30000 1895.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 30.000 EACH| 49.00000 1470.00| 45.00000 1350.00| 48.60000 1458.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1011.000 m | 4.75000 4802.25| 4.70000 4751.70| 5.08000 5135.88 TEMPORARY SILT FENCE | | | 0017 207-07498 13201.000 m2 | 3.45000 45543.45| 3.45000 45543.45| 6.12000 80790.12 SUBGRADE TREATMENT, TYPE A | | | 0018 211-07454 160.000 m3 | 47.00000 7520.00| 27.00000 4320.00| 23.00000 3680.00 STRUCTURE BACKFILL | | | 0019 213-52830 83.200 m3 | 95.00000 7904.00| 83.00000 6905.60| 122.81000 10217.79 FLOWABLE MORTAR | | | 0020 301-07448 2893.000 Mg | 15.00000 43395.00| 18.00000 52074.00| 19.51000 56442.43 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1139301 |(6) 35-1609544 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-04853 163.000 Mg | 28.00000 4564.00| 57.00000 9291.00| 18.75000 3056.25 COMPACTED AGGREGATE | | | 0022 304-07490 38.200 Mg | 95.00000 3629.00| 135.00000 5157.00| 118.80000 4538.16 HMA PATCHING, TYPE B | | | 0023 304-07493 2180.000 Mg | 34.00000 74120.00| 40.00000 87200.00| 42.50000 92650.00 WIDENING WITH HMA, TYPE B | | | 0024 306-08043 379.000 m2 | 18.00000 6822.00| 9.00000 3411.00| 9.64000 3653.56 MILLING, TRANSITION | | | 0025 401-07333 1543.000 Mg | 49.00000 75607.00| 48.00000 74064.00| 48.06000 74156.58 QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0026 401-07402 2521.000 Mg | 40.00000 100840.00| 40.00000 100840.00| 39.42000 99377.82 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07407 4248.700 Mg | 35.00000 148704.50| 33.00000 140207.10| 35.96000 152783.25 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 402-07432 224.000 Mg | 60.00000 13440.00| 55.00000 12320.00| 49.68000 11128.32 HMA SURFACE, TYPE A | | | 0029 402-07440 672.000 Mg | 36.00000 24192.00| 35.00000 23520.00| 37.42000 25146.24 HMA BASE, TYPE A | | | 0030 402-07451 237.000 Mg | 60.00000 14220.00| 55.00000 13035.00| 42.61000 10098.57 HMA, TYPE B, WEDGE AND LEVEL | | | 0031 405-05518 2488.000 m2 | 1.25000 3110.00| 1.30000 3234.40| 0.59000 1467.92 ASPHALT FOR PRIME COAT | | | 0032 406-05520 13.000 Mg | 220.00000 2860.00| 250.00000 3250.00| 205.20000 2667.60 ASPHALT FOR TACK COAT | | | 0033 604-06069 8.600 m2 | 325.00000 2795.00| 100.00000 860.00| 317.40000 2729.64 CURB RAMP, CONCRETE | | | 0034 604-91531 68.400 m2 | 49.50000 3385.80| 50.00000 3420.00| 29.92000 2046.53 SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06140 821.000 m | 62.50000 51312.50| 45.00000 36945.00| 47.40000 38915.40 CURB AND GUTTER, CONCRETE | | | 0036 605-97937 28.000 m | 115.00000 3220.00| 80.00000 2240.00| 65.31000 1828.68 CURB AND GUTTER, CONCRETE, ROLL | | | 0037 610-07486 210.000 Mg | 88.00000 18480.00| 80.00000 16800.00| 76.68000 16102.80 HMA FOR APPROACHES, TYPE A | | | 0038 610-07487 427.000 Mg | 86.00000 36722.00| 80.00000 34160.00| 52.38000 22366.26 HMA FOR APPROACHES, TYPE B | | | 0039 611-05330 1101.000 m2 | 42.25000 46517.25| 38.00000 41838.00| 34.76000 38270.76 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 16.000 EACH| 150.00000 2400.00| 180.00000 2880.00| 151.20000 2419.20 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1139301 |(6) 35-1609544 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-95023 4.000 EACH| 150.00000 600.00| 210.00000 840.00| 146.88000 587.52 MAILBOX ASSEMBLY, RESET | | | 0042 615-06505 7.000 EACH| 630.00000 4410.00| 494.40000 3460.80| 621.00000 4347.00 MONUMENT, B | | | 0043 616-02320 254.000 m2 | 2.10000 533.40| 2.00000 508.00| 3.56000 904.24 GEOTEXTILES | | | 0044 616-06451 144.000 Mg | 39.00000 5616.00| 33.00000 4752.00| 39.86000 5739.84 RIPRAP, UNIFORM | | | 0045 621-06567 211.000 kL | 1.10000 232.10| 1.00000 211.00| 1.08000 227.88 WATER | | | 0046 621-06575 11698.000 m2 | 3.20000 37433.60| 2.80000 32754.40| 3.02000 35327.96 SODDING, NURSERY | | | 0047 715-05149 545.000 m | 68.00000 37060.00| 63.70000 34716.50| 64.24000 35010.80 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 715-05151 610.500 m | 74.00000 45177.00| 72.85000 44474.93| 87.75000 53571.38 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 715-05422 23.000 m | 230.00000 5290.00| 196.00000 4508.00| 313.74000 7216.02 PIPE, SLOTTED DRAIN, 300 mm | | | 0050 715-05595 2.000 m | 130.00000 260.00| 242.00000 484.00| 259.11000 518.22 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0051 715-05711 153.000 m | 85.00000 13005.00| 67.50000 10327.50| 97.81000 14964.93 PIPE, SANITARY SEWER, 150 mm | | | 0052 715-46000 1.000 EACH| 430.00000 430.00| 465.00000 465.00| 230.39000 230.39 PIPE END SECTION, 300 mm | | | 0053 715-46005 4.000 EACH| 460.00000 1840.00| 485.00000 1940.00| 354.32000 1417.28 PIPE END SECTION, 375 mm | | | 0054 720-01894 1.000 EACH| 320.00000 320.00| 905.00000 905.00| 1193.10000 1193.10 CASTING, FURNISH AND ADJUST TO GRADE | | | 0055 720-45030 30.000 EACH| 1050.00000 31500.00| 737.00000 22110.00| 1068.25000 32047.50 INLET, E7 | | | 0056 720-98174 7.000 EACH| 1500.00000 10500.00| 1645.00000 11515.00| 1752.60000 12268.20 INLET, B15 | | | 0057 801-04308 8.000 EACH| 250.00000 2000.00| 200.00000 1600.00| 118.80000 950.40 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 26.000 EACH| 75.00000 1950.00| 65.00000 1690.00| 75.60000 1965.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 20.000 EACH| 150.00000 3000.00| 110.00000 2200.00| 75.60000 1512.00 CONSTRUCTION SIGN, A | | | 0060 801-06645 2.000 EACH| 65.00000 130.00| 50.00000 100.00| 32.40000 64.80 CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 23650.00000 23650.00| 38000.00000 38000.00| 51189.79000 51189.79 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1139301 |(6) 35-1609544 |HUNT PAVING COMPANY, INC. |E & B PAVING, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-07119 168.000 m | 0.60000 100.80| 0.50000 84.00| 20.70000 3477.60 BARRICADE, III-B | | | 0063 802-05701 54.700 m | 55.00000 3008.50| 20.00000 1094.00| 54.00000 2953.80 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-76025 5.965 m2 | 280.00000 1670.20| 125.00000 745.63| 275.40000 1642.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76035 0.540 m2 | 290.00000 156.60| 135.00000 72.90| 286.20000 154.55 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 808-06703 1974.500 m | 1.00000 1974.50| 0.90000 1777.05| 0.85000 1678.33 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-75245 520.000 m | 1.00000 520.00| 0.90000 468.00| 0.85000 442.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75297 50.000 m | 10.00000 500.00| 9.90000 495.00| 10.80000 540.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0069 808-75320 11.000 EACH| 60.00000 660.00| 55.00000 605.00| 54.00000 594.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 11.000 EACH| 50.00000 550.00| 45.00000 495.00| 64.80000 712.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0071 808-75998 201.000 EACH| 27.50000 5527.50| 27.50000 5527.50| 29.70000 5969.70 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-92027 2073.000 m | 2.50000 5182.50| 2.25000 4664.25| 2.70000 5597.10 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0073 808-96016 418.000 m | 5.20000 2173.60| 4.70000 1964.60| 5.40000 2257.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 1,292,551.05| $ 1,295,165.61| $ 1,349,937.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,292,551.05| $ 1,295,165.61| $ 1,349,937.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-06845 LUMP| 37060.00000 37060.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 2725.00000 21800.00| | FIELD OFFICE, C | | | 0003 110-01001 LUMP| 71000.00000 71000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28000.00000 28000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 217.000 m2 | 15.00000 3255.00| | PAVEMENT REMOVAL | | | 0006 202-02279 159.000 m | 9.00000 1431.00| | CURB AND GUTTER, REMOVE | | | 0007 202-52710 110.000 m2 | 12.00000 1320.00| | SIDEWALK, CONCRETE, REMOVE | | | 0008 202-74045 15.000 EACH| 98.10000 1471.50| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-91385 2.000 EACH| 557.20000 1114.40| | INLET, REMOVE | | | 0010 202-92431 63.000 Mg | 16.97000 1069.11| | RIPRAP, REMOVE | | | 0011 202-93047 3.000 EACH| 711.62000 2134.86| | MANHOLE, REMOVE | | | 0012 202-96133 357.000 m | 41.06000 14658.42| | PIPE, REMOVE | | | 0013 203-02000 3659.000 m3 | 20.00000 73180.00| | EXCAVATION, COMMON | | | 0014 205-06932 78.000 m | 24.53000 1913.34| | TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 30.000 EACH| 49.05000 1471.50| | TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 1011.000 m | 5.12000 5176.32| | TEMPORARY SILT FENCE | | | 0017 207-07498 13201.000 m2 | 6.38000 84222.38| | SUBGRADE TREATMENT, TYPE A | | | 0018 211-07454 160.000 m3 | 27.78000 4444.80| | STRUCTURE BACKFILL | | | 0019 213-52830 83.200 m3 | 75.81000 6307.39| | FLOWABLE MORTAR | | | 0020 301-07448 2893.000 Mg | 23.52000 68043.36| | COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 303-04853 163.000 Mg | 40.40000 6585.20| | COMPACTED AGGREGATE | | | 0022 304-07490 38.200 Mg | 90.00000 3438.00| | HMA PATCHING, TYPE B | | | 0023 304-07493 2180.000 Mg | 37.00000 80660.00| | WIDENING WITH HMA, TYPE B | | | 0024 306-08043 379.000 m2 | 9.46000 3585.34| | MILLING, TRANSITION | | | 0025 401-07333 1543.000 Mg | 47.00000 72521.00| | QC/QA-HMA, 2. 76, SURFACE, 9.5 mm | | | 0026 401-07402 2521.000 Mg | 40.00000 100840.00| | QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07407 4248.700 Mg | 30.00000 127461.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 402-07432 224.000 Mg | 64.00000 14336.00| | HMA SURFACE, TYPE A | | | 0029 402-07440 672.000 Mg | 54.00000 36288.00| | HMA BASE, TYPE A | | | 0030 402-07451 237.000 Mg | 53.00000 12561.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0031 405-05518 2488.000 m2 | 1.00000 2488.00| | ASPHALT FOR PRIME COAT | | | 0032 406-05520 13.000 Mg | 190.00000 2470.00| | ASPHALT FOR TACK COAT | | | 0033 604-06069 8.600 m2 | 275.16000 2366.38| | CURB RAMP, CONCRETE | | | 0034 604-91531 68.400 m2 | 51.99000 3556.12| | SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06140 821.000 m | 57.04000 46829.84| | CURB AND GUTTER, CONCRETE | | | 0036 605-97937 28.000 m | 108.52000 3038.56| | CURB AND GUTTER, CONCRETE, ROLL | | | 0037 610-07486 210.000 Mg | 100.00000 21000.00| | HMA FOR APPROACHES, TYPE A | | | 0038 610-07487 427.000 Mg | 68.00000 29036.00| | HMA FOR APPROACHES, TYPE B | | | 0039 611-05330 1101.000 m2 | 42.46000 46748.46| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0040 611-06497 16.000 EACH| 152.60000 2441.60| | MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 611-95023 4.000 EACH| 148.24000 592.96| | MAILBOX ASSEMBLY, RESET | | | 0042 615-06505 7.000 EACH| 626.75000 4387.25| | MONUMENT, B | | | 0043 616-02320 254.000 m2 | 8.30000 2108.20| | GEOTEXTILES | | | 0044 616-06451 144.000 Mg | 36.01000 5185.44| | RIPRAP, UNIFORM | | | 0045 621-06567 211.000 kL | 1.09000 229.99| | WATER | | | 0046 621-06575 11698.000 m2 | 3.05000 35678.90| | SODDING, NURSERY | | | 0047 715-05149 545.000 m | 101.57000 55355.65| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 715-05151 610.500 m | 93.75000 57234.38| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0049 715-05422 23.000 m | 391.48000 9004.04| | PIPE, SLOTTED DRAIN, 300 mm | | | 0050 715-05595 2.000 m | 238.80000 477.60| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0051 715-05711 153.000 m | 113.05000 17296.65| | PIPE, SANITARY SEWER, 150 mm | | | 0052 715-46000 1.000 EACH| 560.95000 560.95| | PIPE END SECTION, 300 mm | | | 0053 715-46005 4.000 EACH| 579.65000 2318.60| | PIPE END SECTION, 375 mm | | | 0054 720-01894 1.000 EACH| 890.54000 890.54| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0055 720-45030 30.000 EACH| 1157.11000 34713.30| | INLET, E7 | | | 0056 720-98174 7.000 EACH| 1873.85000 13116.95| | INLET, B15 | | | 0057 801-04308 8.000 EACH| 218.00000 1744.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 26.000 EACH| 70.85000 1842.10| | DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 20.000 EACH| 119.90000 2398.00| | CONSTRUCTION SIGN, A | | | 0060 801-06645 2.000 EACH| 54.50000 109.00| | CONSTRUCTION SIGN, B | | | 0061 801-06775 LUMP| 62000.00000 62000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 370 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,591,896.00 ROUTE : CALL ORDER : 370 CONTRACT ID : R -27309-A COUNTIES : JOHNSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-07119 168.000 m | 20.90000 3511.20| | BARRICADE, III-B | | | 0063 802-05701 54.700 m | 54.50000 2981.15| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0064 802-76025 5.965 m2 | 277.25000 1653.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0065 802-76035 0.540 m2 | 288.85000 155.98| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0066 808-06703 1974.500 m | 0.98000 1935.01| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0067 808-75245 520.000 m | 0.98000 509.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0068 808-75297 50.000 m | 10.79000 539.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0069 808-75320 11.000 EACH| 59.95000 659.45| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0070 808-75325 11.000 EACH| 49.05000 539.55| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0071 808-75998 201.000 EACH| 29.98000 6025.98| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 808-92027 2073.000 m | 2.45000 5078.85| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0073 808-96016 418.000 m | 5.12000 2140.16| | LINE, THERMOPLASTIC, SOLID, YELLOW, 300 | | | mm | | | SECTION TOTALS | $ 1,380,298.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,380,298.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/06 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0975010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 10,901,891.57 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 11,582,258.88 106.2408% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP| 111200.00000 111200.00| 120500.00000 120500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 33.000 MOS | 1610.00000 53130.00| 1325.00000 43725.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 544500.00000 544500.00| 577940.00000 577940.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 217800.00000 217800.00| 121264.26000 121264.26| CLEARING RIGHT OF WAY | | | 0005 202-02240 54454.000 m2 | 7.70000 419295.80| 4.63000 252122.02| PAVEMENT REMOVAL | | | 0006 202-02273 2144.000 m2 | 21.00000 45024.00| 8.70000 18652.80| CENTER CURB, CONCRETE, REMOVE | | | 0007 202-78515 LUMP| 3340.00000 3340.00| 5347.59000 5347.59| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 27612.000 m3 | 29.00000 800748.00| 17.46000 482105.52| EXCAVATION, COMMON | | | 0009 203-04984 8690.000 m3 | 13.00000 112970.00| 30.73000 267043.70| EXCAVATION , SUBGRADE TREATMENT | | | 0011 205-03662 LUMP| 270000.00000 270000.00| 202887.70000 202887.70| IRRIGATION, LANDSCAPE | | | 0012 205-06933 1.000 EACH| 110.00000 110.00| 69.52000 69.52| TEMPORARY DITCH INLET PROTECTION | | | 0013 210-03827 1.000 EACH| 10000.00000 10000.00| 3862.53000 3862.53| FOUNTAIN, DRINKING | | | 0015 210-05106 2.000 EACH| 55000.00000 110000.00| 54245.99000 108491.98| CONCRETE , PRECAST GATEWAY STRUCTURE, | | | ARCHITECTURAL | | | 0016 210-05106 10.000 EACH| 1650.00000 16500.00| 1636.36000 16363.60| CONCRETE LIGHT BASE, ARCHITECTURAL, | | | PRECAST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 210-05106 74.000 EACH| 610.00000 45140.00| 809.23000 59883.02| CONCRETE LIGHTING FOUNDATION, WITH | | | GROUNDING, 1 | | | 0018 210-05106 10.000 EACH| 1590.00000 15900.00| 1800.41000 18004.10| CONCRETE LIGHTING FOUNDATION, WITH | | | GROUNDING, 2 | | | 0019 210-05106 36.000 EACH| 890.00000 32040.00| 877.01000 31572.36| CONCRETE PIER, PRECAST, ARCHITECTURAL | | | 0020 210-05106 122.000 EACH| 370.00000 45140.00| 385.03000 46973.66| CONCRETE STREET NAME PLAQUE, PRECAST, | | | ARCHITECTURAL | | | 0021 210-05106 20.000 EACH| 990.00000 19800.00| 2945.64000 58912.80| CONCRETE WALL SECTION, CURVED, | | | ARCHITECTURAL, PRECAST | | | 0022 210-05106 352.000 EACH| 710.00000 249920.00| 719.88000 253397.76| CONCRETE WALL SECTION, STRAIGHT, | | | ARCHITECTURAL, PRECAST | | | 0023 210-08086 37.000 m2 | 210.00000 7770.00| 116.37000 4305.69| CURB RAMP, CONCRETE , TYPE X | | | 0024 211-02050 375.000 m3 | 47.00000 17625.00| 22.82000 8557.50| B BORROW | | | 0025 211-07454 11.000 m3 | 160.00000 1760.00| 46.67000 513.37| STRUCTURE BACKFILL | | | 0026 303-01180 23270.000 Mg | 16.50000 383955.00| 24.70000 574769.00| COMPACTED AGGREGATE, NO. 53 | | | 0027 304-06464 16273.000 m3 | 23.00000 374279.00| 41.81000 680374.13| SUBBASE FOR PCCP | | | 0028 304-07489 41.000 Mg | 90.00000 3690.00| 243.66000 9990.06| HMA PATCHING, TYPE A | | | 0029 304-07490 5547.000 Mg | 44.00000 244068.00| 27.94000 154983.18| HMA PATCHING, TYPE B | | | 0030 306-08039 54454.000 m2 | 0.70000 38117.80| 0.78000 42474.12| MILLING, ASPHALT REMOVAL | | | 0031 406-05520 2.900 Mg | 5000.00000 14500.00| 201.81000 585.25| ASPHALT FOR TACK COAT | | | 0032 501-06266 LUMP| 14100.00000 14100.00| 5347.59000 5347.59| PROFILOGRAPH, PCCP | | | 0033 501-06322 52084.000 m2 | 37.50000 1953150.00| 40.67000 2118256.28| QC/QA-PCCP, 275 mm | | | 0034 502-06328 1508.000 m2 | 91.00000 137228.00| 56.93000 85850.44| PCCP, 275 mm HIGH EARLY STRENGTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 502-06328 2192.000 m2 | 93.00000 203856.00| 89.34000 195833.28| PCCP, 275 mm W/ INTEGRAL COLOR | | | 0036 503-05240 11428.000 m | 15.00000 171420.00| 30.11000 344097.08| D-1 CONTRACTION JOINT | | | 0037 603-04847 1.000 EACH| 800.00000 800.00| 3208.56000 3208.56| FENCE GATE , CHAIN LINK, 2120 mm X 1.5 m| | | 0039 603-99319 656.600 m | 70.00000 45962.00| 26.74000 17557.48| FENCE, CHAIN LINK, 2120 mm | | | 0040 604-07894 42.000 m2 | 210.00000 8820.00| 68.79000 2889.18| CURB RAMP, CONCRETE, A | | | 0041 604-07896 67.000 m2 | 210.00000 14070.00| 150.94000 10112.98| CURB RAMP, CONCRETE, B | | | 0042 604-07897 15.000 m2 | 210.00000 3150.00| 192.62000 2889.30| CURB RAMP, CONCRETE, C | | | 0043 604-07898 48.000 m2 | 210.00000 10080.00| 120.39000 5778.72| CURB RAMP, CONCRETE, D | | | 0044 604-07900 716.000 m2 | 190.00000 136040.00| 70.62000 50563.92| CURB RAMP, CONCRETE, F | | | 0045 604-07902 699.000 m2 | 180.00000 125820.00| 196.35000 137248.65| CURB RAMP, CONCRETE, H | | | 0046 604-07903 18.000 m2 | 210.00000 3780.00| 80.26000 1444.68| CURB RAMP, CONCRETE, K | | | 0047 604-07904 33.000 m2 | 210.00000 6930.00| 87.56000 2889.48| CURB RAMP, CONCRETE, L | | | 0048 604-44251 26.300 m3 | 1000.00000 26300.00| 852.76000 22427.59| STEPS, CONCRETE | | | 0049 604-91531 6224.000 m2 | 39.00000 242736.00| 46.15000 287237.60| SIDEWALK, CONCRETE, 100 mm | | | 0050 605-06100 4681.000 m | 36.00000 168516.00| 28.46000 133221.26| CURB, INTEGRAL, C, CONCRETE | | | 0051 605-06120 252.000 m | 89.00000 22428.00| 89.94000 22664.88| CURB, CONCRETE | | | 0052 605-06165 143.000 m | 41.00000 5863.00| 75.93000 10857.99| CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0053 605-06250 1757.000 m2 | 75.00000 131775.00| 95.04000 166985.28| CENTER CURB, C, CONCRETE | | | 0054 610-07486 224.000 Mg | 60.00000 13440.00| 91.85000 20574.40| HMA FOR APPROACHES, TYPE A | | | 0055 611-03668 10.000 EACH| 4250.00000 42500.00| 6005.77000 60057.70| URN , CONCRETE, PRECAST, ARCHITECTURAL, | | | PLANTER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 611-05330 1517.000 m2 | 44.00000 66748.00| 47.82000 72542.94| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0057 615-06515 15.000 EACH| 110.00000 1650.00| 145.45000 2181.75| MONUMENT, D | | | 0058 615-06527 3.000 EACH| 330.00000 990.00| 48.48000 145.44| MONUMENT, SECTION CORNER | | | 0059 617-04488 57929.000 m2 | 1.95000 112961.55| 2.89000 167414.81| GEOGRID, SUBGRADE | | | 0060 621-06567 162.000 kL | 2.20000 356.40| 2.14000 346.68| WATER | | | 0061 621-06570 872.000 m3 | 78.00000 68016.00| 37.82000 32979.04| TOP SOIL | | | 0062 621-06575 8979.100 m2 | 3.25000 29182.08| 3.71000 33312.46| SODDING, NURSERY | | | 0063 621-98038 185.000 m3 | 81.00000 14985.00| 77.01000 14246.85| MULCH, HARDWOOD SHREDDED BARK | | | 0064 622-05640 1525.000 EACH| 45.00000 68625.00| 50.27000 76661.75| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0065 622-05652 73.000 EACH| 400.00000 29200.00| 522.32000 38129.36| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0066 622-05653 84.000 EACH| 9.00000 756.00| 15.51000 1302.84| PLANT, GROUND COVER | | | 0067 622-05654 4925.000 EACH| 12.00000 59100.00| 11.76000 57918.00| PLANT, PERENNIAL , EACH VARIETY | | | 0068 622-05654 1254.000 EACH| 20.00000 25080.00| 20.32000 25481.28| PLANT, PERENNIAL ORNAMENTAL GRASS, 2 | | | GAL. | | | 0069 702-51005 198.000 m3 | 460.00000 91080.00| 677.15000 134075.70| CONCRETE, A, SUBSTRUCTURE | | | 0070 703-06028 4682.000 kg | 1.20000 5618.40| 27.59000 129176.38| REINFORCING BARS | | | 0071 703-51030 156.000 kg | 5.50000 858.00| 12.00000 1872.00| REINFORCING STEEL | | | 0072 704-04850 2120.000 m2 | 36.00000 76320.00| 77.65000 164618.00| CONCRETE , CHEMICAL STAIN | | | 0073 706-01268 21.500 m | 1260.00000 27090.00| 392.49000 8438.54| HANDRAIL, ALUMINUM | | | 0074 711-04758 1000.000 m2 | 27.00000 27000.00| 20.89000 20890.00| SIDEWALK , TEMPORARY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 712-03812 20.000 EACH| 1730.00000 34600.00| 2225.66000 44513.20| BENCH | | | 0076 714-02802 51.000 m2 | 240.00000 12240.00| 446.41000 22766.91| RETAINING WALL, PRECAST CONCRETE UNITS | | | 0077 715-05048 3631.000 m | 13.00000 47203.00| 12.17000 44189.27| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0078 715-05149 1521.100 m | 51.00000 77576.10| 62.73000 95418.60| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0079 715-05151 364.800 m | 57.00000 20793.60| 83.80000 30570.24| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0080 715-05152 146.800 m | 110.00000 16148.00| 92.77000 13618.64| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0081 715-05153 119.300 m | 110.00000 13123.00| 116.45000 13892.49| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0082 715-05154 18.200 m | 260.00000 4732.00| 207.52000 3776.86| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0083 715-05203 832.000 m | 26.00000 21632.00| 20.45000 17014.40| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0084 715-91361 50.000 m | 50.00000 2500.00| 62.71000 3135.50| PIPE, PVC, 150 mm | | | 0085 718-06532 1000.000 m | 3.00000 3000.00| 3.64000 3640.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0086 718-52610 1179.000 m3 | 48.00000 56592.00| 34.39000 40545.81| AGGREGATE FOR UNDERDRAINS | | | 0087 718-99153 1285.000 m2 | 15.00000 19275.00| 0.56000 719.60| GEOTEXTILES FOR UNDERDRAIN | | | 0088 720-44000 29.000 EACH| 390.00000 11310.00| 329.29000 9549.41| CASTING, ADJUST TO GRADE | | | 0089 720-44296 22.000 EACH| 460.00000 10120.00| 469.67000 10332.74| CAP INLET | | | 0090 720-45045 14.000 EACH| 1170.00000 16380.00| 1833.17000 25664.38| INLET, J10 | | | 0091 720-45250 16.000 EACH| 2600.00000 41600.00| 1643.72000 26299.52| CATCH BASIN, K10 | | | 0092 720-45270 1.000 EACH| 610.00000 610.00| 3184.35000 3184.35| PIPE CATCH BASIN, 450 mm | | | 0093 720-45410 10.000 EACH| 1900.00000 19000.00| 2666.66000 26666.60| MANHOLE, C4 | | | 0094 720-45605 36.300 m | 1200.00000 43560.00| 526.70000 19119.21| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0095 720-95157 1.000 EACH| 2000.00000 2000.00| 7335.30000 7335.30| CATCH BASIN, R13, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 720-98174 8.000 EACH| 1400.00000 11200.00| 2415.84000 19326.72| INLET, B15 | | | 0097 720-98555 1.000 EACH| 1400.00000 1400.00| 1412.10000 1412.10| INLET, C15 | | | 0098 720-98687 8.000 EACH| 2500.00000 20000.00| 4036.10000 32288.80| CATCH BASIN, M10 | | | 0099 720-99416 11.000 EACH| 3700.00000 40700.00| 2907.97000 31987.67| CATCH BASIN, B15 | | | 0100 720-99417 16.000 EACH| 3700.00000 59200.00| 2777.94000 44447.04| CATCH BASIN, C15 | | | 0101 722-01807 328.000 m2 | 30.00000 9840.00| 39.38000 12916.64| MEMBRANE WATERPROOFING | | | 0102 732-96629 50.000 m | 24.00000 1200.00| 137.70000 6885.00| WATER LINE, 25 mm | | | 0103 801-02595 7.000 EACH| 160.00000 1120.00| 160.43000 1123.01| CONTROLLER, RESET TIMING | | | 0104 801-06203 7511.000 m | 0.70000 5257.70| 0.43000 3229.73| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0105 801-06207 15726.000 m | 3.20000 50323.20| 2.65000 41673.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0106 801-06218 307.000 m | 17.00000 5219.00| 21.39000 6566.73| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0107 801-06539 LUMP| 2780.00000 2780.00| 18716.58000 18716.58| TEMPORARY TRAFFIC SIGNAL INSTALLATION, | | | MAINTAIN | | | 0108 801-06640 41.000 EACH| 290.00000 11890.00| 219.25000 8989.25| CONSTRUCTION SIGN, A | | | 0109 801-06645 15.000 EACH| 56.00000 840.00| 53.48000 802.20| CONSTRUCTION SIGN, B | | | 0110 801-06710 1320.000 DAY | 5.30000 6996.00| 13.90000 18348.00| FLASHING ARROW SIGN | | | 0111 801-06775 LUMP| 203600.00000 203600.00| 391379.25000 391379.25| MAINTAINING TRAFFIC | | | 0112 801-07119 349.200 m | 110.00000 38412.00| 87.70000 30624.84| BARRICADE, III-B | | | 0113 801-94295 68.000 EACH| 170.00000 11560.00| 267.38000 18181.84| SIGNAL HEAD, RELOCATE | | | 0114 802-03821 2.000 EACH| 670.00000 1340.00| 1149.74000 2299.48| SIGN, SHEET WITH LEGEND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 802-04314 6.000 EACH| 2500.00000 15000.00| 6708.78000 40252.68| SIGN , WAYFINDING, PD | | | 0116 802-04314 2.000 EACH| 3560.00000 7120.00| 9089.53000 18179.06| SIGN , WAYFINDING, VD | | | 0117 805-01816 29.000 EACH| 1110.00000 32190.00| 962.57000 27914.53| SIGNAL SUPPORT FOUNDATION, 900 mm X 900 | | | mm X 2500 mm | | | 0118 805-01842 41.000 EACH| 720.00000 29520.00| 737.97000 30256.77| HANDHOLE, SIGNAL | | | 0119 805-02037 1.000 EACH| 2340.00000 2340.00| 2032.09000 2032.09| SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0120 805-02072 4.000 EACH| 3170.00000 12680.00| 2620.32000 10481.28| SIGNAL CANTILEVER STRUCTURE, 9.1 m ARM | | | 0121 805-02073 7.000 EACH| 3700.00000 25900.00| 3155.08000 22085.56| SIGNAL CANTILEVER STRUCTURE, 10.7 m ARM | | | 0122 805-02077 18.000 EACH| 3600.00000 64800.00| 3529.41000 63529.38| SIGNAL CANTILEVER STRUCTURE, 12.2 m ARM | | | 0123 805-02087 LUMP| 1110.00000 1110.00| 2139.04000 2139.04| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0124 805-02151 52.000 EACH| 850.00000 44200.00| 855.62000 44492.24| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 305 mm | | | 0125 805-02373 2300.000 m | 9.20000 21160.00| 6.42000 14766.00| INTERCONNECT CABLE, FIBER OPTIC | | | 0126 805-02457 76.000 EACH| 280.00000 21280.00| 962.57000 73155.32| LOOP DETECTOR, QUADRAPOLE, 1800 mm X | | | 6100 mm | | | 0127 805-03793 7.000 EACH| 510.00000 3570.00| 427.81000 2994.67| DETECTOR CARD RACK AND DETECTOR MODULES | | | 0128 805-03980 22.000 EACH| 140.00000 3080.00| 278.08000 6117.76| EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0129 805-03983 7.000 EACH| 3900.00000 27300.00| 2085.56000 14598.92| PHASE SELECTORS , 2 CHANEL | | | 0130 805-04133 3.000 EACH| 670.00000 2010.00| 802.14000 2406.42| SIGNAL PEDESTAL, 3.6 m | | | 0131 805-04982 1190.000 m | 2.90000 3451.00| 4.81000 5723.90| CABLE , OPTICAL DETECTOR | | | 0132 805-05058 1.000 EACH| 670.00000 670.00| 1016.04000 1016.04| PEDESTAL , UNDERGROUND SERVICE | | | 0133 805-05698 1.000 EACH| 1110.00000 1110.00| 855.61000 855.61| SIGNAL SUPPORT FOUNDATION, 750 mm X 750 | | | mm X 2100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 805-05871 16.000 EACH| 620.00000 9920.00| 748.66000 11978.56| EMERGENCY VEHICLE LIGHT DETECTOR , ONE | | | CHANNEL, ONE DIRECTION | | | 0135 805-05871 6.000 EACH| 710.00000 4260.00| 834.23000 5005.38| EMERGENCY VEHICLE LIGHT DETECTOR , ONE | | | CHANNEL, TWO DIRECTION | | | 0136 805-06592 2415.000 m | 27.00000 65205.00| 32.09000 77497.35| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0137 805-06741 1.000 EACH| 4000.00000 4000.00| 3208.56000 3208.56| FLASHING BEACON WITH WARNING SIGN | | | 0138 805-78010 1.000 EACH| 1410.00000 1410.00| 951.87000 951.87| CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0139 805-78106 1.000 EACH| 18000.00000 18000.00| 15508.02000 15508.02| CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0140 805-78109 6.000 EACH| 12600.00000 75600.00| 10641.71000 63850.26| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0141 805-78190 4.000 EACH| 480.00000 1920.00| 406.42000 1625.68| TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0142 805-78205 61.000 EACH| 950.00000 57950.00| 834.22000 50887.42| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0143 805-78230 10.000 EACH| 1400.00000 14000.00| 1283.42000 12834.20| TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0144 805-78445 8.000 EACH| 560.00000 4480.00| 427.81000 3422.48| SIGNAL SERVICE | | | 0145 805-78465 378.000 m | 3.30000 1247.40| 4.49000 1697.22| SIGNAL CABLE, 2C 8GA. | | | 0146 805-78470 343.000 m | 0.40000 137.20| 0.43000 147.49| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0147 805-78480 1190.000 m | 3.30000 3927.00| 4.17000 4962.30| SIGNAL CABLE, 3C 14GA. | | | 0148 805-78485 1937.000 m | 3.30000 6392.10| 4.39000 8503.43| SIGNAL CABLE, 5C 14GA. | | | 0149 805-78490 1774.000 m | 3.70000 6563.80| 4.49000 7965.26| SIGNAL CABLE, 7C 14GA. | | | 0150 805-78495 1148.000 m | 3.10000 3558.80| 4.71000 5407.08| SIGNAL CABLE, 9C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 805-78510 3360.000 m | 2.80000 9408.00| 4.28000 14380.80| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0152 805-78785 50.000 EACH| 610.00000 30500.00| 427.81000 21390.50| SIGNAL DETECTOR HOUSING | | | 0153 805-78795 115.000 m | 29.00000 3335.00| 25.67000 2952.05| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0154 805-78900 4.000 EACH| 470.00000 1880.00| 374.33000 1497.32| PEDESTAL FOUNDATION, A | | | 0155 805-78925 7.000 EACH| 660.00000 4620.00| 588.24000 4117.68| CONTROLLER CABINET FOUNDATION, P1 | | | 0156 805-86810 4.000 EACH| 5800.00000 23200.00| 4491.98000 17967.92| SERVICE POINT, II | | | 0157 805-86925 94.000 EACH| 24.00000 2256.00| 23.53000 2211.82| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0158 805-86935 110.000 EACH| 23.00000 2530.00| 14.76000 1623.60| INSULATING LINK, WATERPROOFED | | | 0159 805-92504 39.000 EACH| 360.00000 14040.00| 342.25000 13347.75| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0160 805-96121 52.000 EACH| 1000.00000 52000.00| 834.22000 43379.44| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0161 805-98335 3725.000 m | 8.00000 29800.00| 7.38000 27490.50| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0162 805-98336 787.000 m | 8.00000 6296.00| 7.38000 5808.06| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0163 807-02191 8.000 EACH| 750.00000 6000.00| 737.97000 5903.76| HANDHOLE, LIGHTING | | | 0164 807-03950 2.000 EACH| 2000.00000 4000.00| 3208.56000 6417.12| LUMINAIRE, ORNAMENTAL , TYPE 1 | | | 0165 807-03950 8.000 EACH| 2170.00000 17360.00| 2727.27000 21818.16| LUMINAIRE, ORNAMENTAL , TYPE 2 | | | 0166 807-04443 4512.000 m | 13.00000 58656.00| 8.34000 37630.08| CONDUIT , PVC, 53 mm | | | 0167 807-04443 787.000 m | 60.00000 47220.00| 74.87000 58922.69| CONDUIT , STEEL, GALVANIZED, 78 mm | | | 0168 807-04651 5426.000 m | 1.70000 9224.20| 1.60000 8681.60| WIRE , NO. 10, COPPER, 4 1/C, IN POLE | | | 0169 807-04654 10.000 EACH| 1500.00000 15000.00| 1326.20000 13262.00| LIGHT POLE , 12.2 m E.M.H., TWIN 1.8 m | | | MAST ARMS, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 390 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,593,590.13 ROUTE : 38TH STREET CALL ORDER : 390 CONTRACT ID : R -27346-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 | |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 807-83744 74.000 EACH| 1240.00000 91760.00| 1069.52000 79144.48| LIGHT POLE, 12.2 m E.M.H., 1.8 m MAST | | | ARM, ANCHOR BASE | | | 0171 807-86620 94.000 EACH| 270.00000 25380.00| 192.51000 18095.94| LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0172 808-03002 1929.000 m | 1.50000 2893.50| 1.47000 2835.63| LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0173 808-03631 1542.000 m | 1.50000 2313.00| 1.47000 2266.74| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0174 808-03632 3878.000 m | 1.50000 5817.00| 1.47000 5700.66| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0175 808-08062 6.000 EACH| 110.00000 660.00| 454.55000 2727.30| PAVEMENT MESSAGE MARKING, EPOXY, | | | WORD(PEDX) | | | 0176 808-74805 415.000 m | 23.00000 9545.00| 57.75000 23966.25| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0177 808-74807 47.000 EACH| 82.00000 3854.00| 251.34000 11812.98| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0178 808-74808 32.000 EACH| 120.00000 3840.00| 270.59000 8658.88| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0179 808-75998 489.000 EACH| 24.00000 11736.00| 19.25000 9413.25| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0180 808-94455 84.200 m | 5.70000 479.94| 16.68000 1404.46| TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | | 150 mm | | | 0181 605-06120 355.000 m | 630.00000 223650.00| 749.16000 265951.80| CURB, CONCRETE , ARCHITECTURAL, PRECAST | | | 0182 213-52830 2005.000 m3 | 100.00000 200500.00| 85.42000 171267.10| FLOWABLE MORTAR | | | 0183 603-04847 3.000 EACH| 8500.00000 25500.00| 1069.52000 3208.56| FENCE GATE , CHAIN LINK, CANTILEVER | | | SLIDE | | | SECTION TOTALS | $ 10,901,891.57| $ 11,582,258.88| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,901,891.57| $ 11,582,258.88| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/26/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 6,874,755.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 7,233,250.00 105.2146% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,569,896.00 110.1115% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 9,358,860.13 136.1337% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 130000.00000 130000.00| 150000.00000 150000.00| 134838.06000 134838.06 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2600.00000 46800.00| 2450.00000 44100.00| 3051.86000 54933.48 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 275645.35000 275645.35| 361600.00000 361600.00| 335969.63000 335969.63 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 275000.00000 275000.00| 270000.00000 270000.00| 202942.24000 202942.24 CLEARING RIGHT OF WAY | | | 0005 202-02240 5697.000 m2 | 8.20000 46715.40| 10.50000 59818.50| 10.73000 61128.81 PAVEMENT REMOVAL | | | 0006 202-51328 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 13530.74000 13530.74 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-78515 LUMP| 8500.00000 8500.00| 5341.30000 5341.30| 8305.01000 8305.01 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 11730.000 m3 | 32.00000 375360.00| 23.40000 274482.00| 30.80000 361284.00 EXCAVATION, COMMON | | | 0009 205-06932 28.000 m | 29.00000 812.00| 27.22000 762.16| 28.65000 802.20 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 18.000 EACH| 65.00000 1170.00| 80.00000 1440.00| 63.16000 1136.88 TEMPORARY DITCH INLET PROTECTION | | | 0011 207-07498 24899.000 m2 | 6.70000 166823.30| 6.25000 155618.75| 11.86000 295302.14 SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 6100.000 m3 | 16.00000 97600.00| 17.90000 109190.00| 15.09000 92049.00 STRUCTURE BACKFILL | | | 0013 301-07448 1940.000 Mg | 21.00000 40740.00| 19.00000 36860.00| 32.56000 63166.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 302-06464 100.000 m3 | 62.00000 6200.00| 86.21000 8621.00| 48.29000 4829.00 SUBBASE FOR PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 304-07489 100.000 Mg | 98.00000 9800.00| 118.29000 11829.00| 85.00000 8500.00 HMA PATCHING, TYPE A | | | 0016 306-08039 46730.000 m2 | 2.60000 121498.00| 1.99000 92992.70| 2.53000 118226.90 MILLING, ASPHALT REMOVAL | | | 0017 306-08043 3149.000 m2 | 5.00000 15745.00| 8.28000 26073.72| 6.67000 21003.83 MILLING, TRANSITION | | | 0018 401-06264 LUMP| 8600.00000 8600.00| 7929.61000 7929.61| 4765.50000 4765.50 PROFILOGRAPH, HMA | | | 0019 401-07334 6113.000 Mg | 53.00000 323989.00| 52.09000 318426.17| 47.00000 287311.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 13973.000 Mg | 36.00000 503028.00| 33.49000 467955.77| 37.00000 517001.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07408 10211.000 Mg | 33.00000 336963.00| 31.58000 322463.38| 34.00000 347174.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0022 401-07430 4472.000 Mg | 40.00000 178880.00| 38.72000 173155.84| 33.00000 147576.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0023 406-05520 61.000 Mg | 190.00000 11590.00| 190.59000 11625.99| 180.00000 10980.00 ASPHALT FOR TACK COAT | | | 0024 506-06333 8401.400 m2 | 94.50000 793932.30| 104.72000 879794.61| 115.65000 971621.91 PCCP PATCHING, FULL DEPTH | | | 0025 604-06069 798.000 m2 | 58.00000 46284.00| 166.22000 132643.56| 122.86000 98042.28 CURB RAMP, CONCRETE | | | 0026 604-91531 2610.000 m2 | 31.00000 80910.00| 59.70000 155817.00| 41.70000 108837.00 SIDEWALK, CONCRETE, 100 mm | | | 0027 605-06105 150.000 m | 70.00000 10500.00| 51.81000 7771.50| 141.76000 21264.00 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0028 605-06120 1795.000 m | 41.00000 73595.00| 43.23000 77597.85| 57.01000 102332.95 CURB, CONCRETE | | | 0029 605-06140 3171.000 m | 40.00000 126840.00| 50.00000 158550.00| 47.52000 150685.92 CURB AND GUTTER, CONCRETE | | | 0030 605-06235 305.000 m | 110.00000 33550.00| 92.53000 28221.65| 167.67000 51139.35 CENTER CURB, D, CONCRETE, MODIFIED | | | 0031 605-06275 11.000 m2 | 140.00000 1540.00| 235.19000 2587.09| 286.34000 3149.74 CENTER CURB, D, CONCRETE, MODIFIED | | | 0032 605-94190 50.000 m2 | 260.00000 13000.00| 198.25000 9912.50| 1277.36000 63868.00 CURB PATCHING | | | 0033 605-94811 1.000 EACH| 720.00000 720.00| 1048.94000 1048.94| 750.43000 750.43 CURB TURNOUT | | | 0034 610-07487 2147.500 Mg | 63.00000 135292.50| 78.09000 167698.28| 67.00000 143882.50 HMA FOR APPROACHES, TYPE B | | | 0035 611-05330 5446.000 m2 | 38.00000 206948.00| 77.29000 420921.34| 46.79000 254818.34 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 611-06497 1.000 EACH| 220.00000 220.00| 200.00000 200.00| 210.52000 210.52 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06505 31.000 EACH| 430.00000 13330.00| 400.00000 12400.00| 421.04000 13052.24 MONUMENT, B | | | 0038 615-06527 2.000 EACH| 320.00000 640.00| 300.00000 600.00| 315.78000 631.56 MONUMENT, SECTION CORNER | | | 0039 616-02320 52.000 m2 | 4.60000 239.20| 2.60000 135.20| 1.92000 99.84 GEOTEXTILES | | | 0040 616-06405 31.000 Mg | 27.00000 837.00| 26.00000 806.00| 33.41000 1035.71 RIPRAP, REVETMENT | | | 0041 621-01004 6.000 EACH| 160.00000 960.00| 150.00000 900.00| 157.89000 947.34 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 0.100 Mg | 420.00000 42.00| 391.70000 39.17| 412.30000 41.23 FERTILIZER | | | 0043 621-06557 46.000 kg | 7.80000 358.80| 7.20000 331.20| 7.58000 348.68 SEED MIXTURE, T | | | 0044 621-06565 2.300 Mg | 620.00000 1426.00| 576.00000 1324.80| 606.30000 1394.49 MULCHING MATERIAL | | | 0045 621-06567 185.000 kL | 0.59000 109.15| 0.56000 103.60| 0.58000 107.30 WATER | | | 0046 621-06575 10256.000 m2 | 3.00000 30768.00| 3.34000 34255.04| 2.95000 30255.20 SODDING, NURSERY | | | 0047 702-51005 0.700 m3 | 14000.00000 9800.00| 1000.00000 700.00| 1234.47000 864.13 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51863 15.000 EACH| 54.00000 810.00| 12.00000 180.00| 16.42000 246.30 FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-51032 20.000 kg | 75.00000 1500.00| 2.00000 40.00| 56.40000 1128.00 REINFORCING STEEL, EPOXY COATED | | | 0050 715-05024 185.200 m | 140.00000 25928.00| 188.00000 34817.60| 258.60000 47892.72 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0051 715-05048 4562.500 m | 9.70000 44256.25| 8.80000 40150.00| 9.49000 43298.13 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0052 715-05053 11.600 m | 40.00000 464.00| 56.00000 649.60| 39.10000 453.56 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0053 715-05146 2.600 m | 88.00000 228.80| 100.00000 260.00| 42.10000 109.46 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0054 715-05149 931.500 m | 65.00000 60547.50| 77.00000 71725.50| 174.73000 162761.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05151 912.600 m | 60.00000 54756.00| 88.00000 80308.80| 125.17000 114230.14 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05152 1065.900 m | 79.00000 84206.10| 95.00000 101260.50| 124.89000 133120.25 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0057 715-05153 29.700 m | 93.00000 2762.10| 123.00000 3653.10| 340.24000 10105.13 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0058 715-05154 521.600 m | 120.00000 62592.00| 126.00000 65721.60| 186.13000 97085.41 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-05156 114.600 m | 130.00000 14898.00| 169.00000 19367.40| 241.59000 27686.21 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0063 715-46000 2.000 EACH| 250.00000 500.00| 600.00000 1200.00| 342.03000 684.06 PIPE END SECTION, 300 mm | | | 0064 715-46005 1.000 EACH| 260.00000 260.00| 700.00000 700.00| 347.95000 347.95 PIPE END SECTION, 375 mm | | | 0065 715-46010 2.000 EACH| 290.00000 580.00| 900.00000 1800.00| 349.38000 698.76 PIPE END SECTION, 450 mm | | | 0066 718-06532 1000.000 m | 4.00000 4000.00| 3.40000 3400.00| 3.95000 3950.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0067 718-52610 900.700 m3 | 35.00000 31524.50| 32.90000 29633.03| 34.16000 30767.91 AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 13130.000 m2 | 1.80000 23634.00| 1.00000 13130.00| 1.79000 23502.70 GEOTEXTILES FOR UNDERDRAIN | | | 0069 720-02609 1.000 EACH| 4000.00000 4000.00| 3280.00000 3280.00| 3404.36000 3404.36 MANHOLE, H2 | | | 0070 720-03180 1.000 EACH| 1400.00000 1400.00| 1700.00000 1700.00| 1649.02000 1649.02 CATCH BASIN, G7 | | | 0071 720-44000 49.000 EACH| 350.00000 17150.00| 495.00000 24255.00| 437.82000 21453.18 CASTING, ADJUST TO GRADE | | | 0072 720-44296 1.000 EACH| 490.00000 490.00| 215.00000 215.00| 584.74000 584.74 CAP INLET | | | 0073 720-45030 11.000 EACH| 1100.00000 12100.00| 1200.00000 13200.00| 1218.62000 13404.82 INLET, E7 | | | 0074 720-45035 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1228.02000 2456.04 INLET, F7 | | | 0075 720-45080 1.000 EACH| 1600.00000 1600.00| 1700.00000 1700.00| 1616.12000 1616.12 INLET, S14 | | | 0076 720-45235 2.000 EACH| 1000.00000 2000.00| 1300.00000 2600.00| 1292.56000 2585.12 CATCH BASIN, E7 | | | 0077 720-45410 100.000 EACH| 2000.00000 200000.00| 1525.00000 152500.00| 1639.91000 163991.00 MANHOLE, C4 | | | 0078 720-45515 1.000 EACH| 7800.00000 7800.00| 8000.00000 8000.00| 10578.12000 10578.12 MANHOLE, D4, MODIFIED | | | 0079 720-45520 1.000 EACH| 7500.00000 7500.00| 6700.00000 6700.00| 8802.60000 8802.60 MANHOLE, E4, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 720-45525 1.000 EACH| 9900.00000 9900.00| 9000.00000 9000.00| 12121.95000 12121.95 MANHOLE, F4, MODIFIED | | | 0081 720-90768 3.000 EACH| 1600.00000 4800.00| 2000.00000 6000.00| 1684.29000 5052.87 CATCH BASIN, S14 | | | 0082 720-91352 2.000 EACH| 1000.00000 2000.00| 1200.00000 2400.00| 1217.75000 2435.50 CATCH BASIN, F7 | | | 0083 720-92884 1.000 EACH| 5000.00000 5000.00| 3030.00000 3030.00| 2895.40000 2895.40 MANHOLE, K4, MODIFIED | | | 0084 720-93409 7.000 EACH| 1800.00000 12600.00| 1450.00000 10150.00| 1748.93000 12242.51 INLET, B15, MODIFIED | | | 0085 720-95409 8.000 EACH| 4600.00000 36800.00| 2800.00000 22400.00| 2447.45000 19579.60 MANHOLE, J4, MODIFIED | | | 0086 720-99416 87.000 EACH| 1900.00000 165300.00| 1550.00000 134850.00| 1865.19000 162271.53 CATCH BASIN, B15 | | | 0087 720-99417 31.000 EACH| 2000.00000 62000.00| 1650.00000 51150.00| 1911.77000 59264.87 CATCH BASIN, C15 | | | 0088 723-06927 6.900 m | 8800.00000 60720.00| 7645.00000 52750.50| 6039.65000 41673.59 STRUCTURE, PRECAST THREE-SIDED, , 5270 | | | mm X 2134 mm, EXTENSION | | | 0089 723-06927 15.000 m | 5900.00000 88500.00| 7874.00000 118110.00| 4914.43000 73716.45 STRUCTURE, PRECAST THREE-SIDED, , 5486 | | | mm X 2134 mm, EXTENSION | | | 0090 801-02595 5.000 EACH| 200.00000 1000.00| 104.03000 520.15| 197.89000 989.45 CONTROLLER, RESET TIMING | | | 0091 801-04308 10.000 EACH| 360.00000 3600.00| 333.00000 3330.00| 350.52000 3505.20 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06207 38018.000 m | 2.20000 83639.60| 2.02000 76796.36| 2.13000 80978.34 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0093 801-06625 8.000 EACH| 91.00000 728.00| 85.00000 680.00| 89.47000 715.76 DETOUR ROUTE MARKER ASSEMBLY | | | 0094 801-06640 24.000 EACH| 320.00000 7680.00| 293.00000 7032.00| 308.41000 7401.84 CONSTRUCTION SIGN, A | | | 0095 801-06645 4.000 EACH| 91.00000 364.00| 85.00000 340.00| 89.47000 357.88 CONSTRUCTION SIGN, B | | | 0096 801-06710 690.000 DAY | 13.00000 8970.00| 12.00000 8280.00| 12.63000 8714.70 FLASHING ARROW SIGN | | | 0097 801-06775 LUMP| 200000.00000 200000.00| 269822.30000 269822.30| 174890.84000 174890.84 MAINTAINING TRAFFIC | | | 0098 801-07118 57.600 m | 47.00000 2707.20| 44.00000 2534.40| 46.31000 2667.46 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-94295 20.000 EACH| 150.00000 3000.00| 254.29000 5085.80| 142.10000 2842.00 SIGNAL HEAD, RELOCATE | | | 0100 802-05701 233.600 m | 36.00000 8409.60| 36.75000 8584.80| 35.26000 8236.74 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0101 802-07135 12.000 EACH| 1700.00000 20400.00| 1627.47000 19529.64| 1621.00000 19452.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0102 802-07158 1.000 EACH| 4000.00000 4000.00| 4329.00000 4329.00| 3940.93000 3940.93 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0103 802-76025 43.234 m2 | 150.00000 6485.10| 159.74000 6906.20| 150.52000 6507.58 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0104 802-76035 47.438 m2 | 150.00000 7115.70| 170.83000 8103.83| 142.10000 6740.94 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0105 802-76045 20.276 m2 | 180.00000 3649.68| 181.92000 3688.61| 176.84000 3585.61 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0106 802-94494 1.000 EACH| 840.00000 840.00| 1237.40000 1237.40| 821.03000 821.03 SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0107 802-99385 1.000 EACH| 1500.00000 1500.00| 560.07000 560.07| 1431.54000 1431.54 PAINT, OVERHEAD SIGN STRUCTURE | | | 0108 805-01815 8.000 EACH| 1700.00000 13600.00| 1689.28000 13514.24| 1647.32000 13178.56 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0109 805-01842 39.000 EACH| 680.00000 26520.00| 829.59000 32354.01| 665.24000 25944.36 HANDHOLE, SIGNAL | | | 0110 805-01844 1605.200 m | 37.00000 59392.40| 43.37000 69617.52| 35.79000 57450.11 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0112 805-02087 LUMP| 2300.00000 2300.00| 1210.29000 1210.29| 2256.77000 2256.77 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0113 805-03793 7.000 EACH| 570.00000 3990.00| 463.50000 3244.50| 554.72000 3883.04 DETECTOR CARD RACK AND DETECTOR MODULES | | | 0114 805-03978 1.000 EACH| 560.00000 560.00| 614.79000 614.79| 550.51000 550.51 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0115 805-03980 14.000 EACH| 150.00000 2100.00| 259.44000 3632.16| 147.36000 2063.04 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0116 805-03983 7.000 EACH| 3000.00000 21000.00| 2635.73000 18450.11| 2914.65000 20402.55 PHASE SELECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 805-04982 411.300 m | 4.00000 1645.20| 3.61000 1484.79| 3.95000 1624.64 CABLE , SIGNAL, 4C 20 GA. | | | 0118 805-05871 13.000 EACH| 620.00000 8060.00| 615.86000 8006.18| 608.40000 7909.20 EMERGENCY VEHICLE LIGHT DETECTOR SINGLE | | | CHANNEL, TWO DIRECTION | | | 0119 805-06834 6.000 EACH| 10000.00000 60000.00| 9482.48000 56894.88| 9869.18000 59215.08 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0120 805-78106 1.000 EACH| 15000.00000 15000.00| 13705.47000 13705.47| 14336.41000 14336.41 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0121 805-78205 54.000 EACH| 710.00000 38340.00| 738.78000 39894.12| 692.61000 37400.94 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0122 805-78215 10.000 EACH| 640.00000 6400.00| 661.53000 6615.30| 628.40000 6284.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0123 805-78230 9.000 EACH| 1100.00000 9900.00| 1150.39000 10353.51| 1115.76000 10041.84 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0124 805-78355 14.000 EACH| 380.00000 5320.00| 434.54000 6083.56| 373.67000 5231.38 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0125 805-78415 14.000 EACH| 1500.00000 21000.00| 1023.14000 14323.96| 1421.01000 19894.14 SPAN, CATENARY, AND TETHER | | | 0126 805-78420 18.000 EACH| 220.00000 3960.00| 245.12000 4412.16| 210.52000 3789.36 DISCONNECT HANGER | | | 0127 805-78465 31.000 m | 6.20000 192.20| 7.64000 236.84| 6.05000 187.55 SIGNAL CABLE, 2C 8GA. | | | 0128 805-78470 2070.000 m | 1.20000 2484.00| 0.39000 807.30| 1.14000 2359.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0129 805-78480 411.300 m | 3.10000 1275.03| 4.46000 1834.40| 3.00000 1233.90 SIGNAL CABLE, 3C 14GA. | | | 0130 805-78485 1273.300 m | 3.60000 4583.88| 5.35000 6812.16| 3.47000 4418.35 SIGNAL CABLE, 5C 14GA. | | | 0131 805-78490 487.800 m | 4.00000 1951.20| 5.64000 2751.19| 3.87000 1887.79 SIGNAL CABLE, 7C 14GA. | | | 0132 805-78500 481.600 m | 6.00000 2889.60| 7.71000 3713.14| 5.91000 2846.26 SIGNAL CABLE, 11C 14GA. | | | 0133 805-78510 4769.800 m | 2.10000 10016.58| 3.64000 17362.07| 2.05000 9778.09 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0134 805-78746 1596.800 m | 38.00000 60678.40| 21.16000 33788.29| 37.63000 60087.58 PREFORMED LOOP DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-78785 1.000 EACH| 1100.00000 1100.00| 856.56000 856.56| 1115.76000 1115.76 SIGNAL DETECTOR HOUSING | | | 0136 805-78790 13.000 EACH| 540.00000 7020.00| 528.86000 6875.18| 529.46000 6882.98 LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0137 805-78795 690.000 m | 25.00000 17250.00| 23.92000 16504.80| 24.21000 16704.90 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0138 805-78925 1.000 EACH| 760.00000 760.00| 1039.81000 1039.81| 747.35000 747.35 CONTROLLER CABINET FOUNDATION, P1 | | | 0139 805-81032 20.000 EACH| 2600.00000 52000.00| 2211.58000 44231.60| 2589.40000 51788.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0140 805-86843 20.000 m | 5.40000 108.00| 40.88000 817.60| 5.26000 105.20 WIRE, NO. 4 COPPER, 1C | | | 0141 805-92504 3.000 EACH| 330.00000 990.00| 271.36000 814.08| 317.89000 953.67 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0142 805-96121 14.000 EACH| 130.00000 1820.00| 182.64000 2556.96| 125.26000 1753.64 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0143 805-97114 1675.100 m | 6.10000 10218.11| 7.38000 12362.24| 5.95000 9966.85 CABLE, INTERCONNECT, 6 PAIR 19 | | | 0144 808-03002 193.720 m | 2.70000 523.04| 2.50000 484.30| 2.63000 509.48 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0145 808-03631 80.850 m | 2.70000 218.30| 2.50000 202.13| 2.63000 212.64 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0146 808-03632 382.300 m | 2.70000 1032.21| 2.50000 955.75| 2.63000 1005.45 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0147 808-06701 2396.550 m | 0.91000 2180.86| 0.85000 2037.07| 0.89000 2132.93 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0148 808-06703 809.760 m | 0.91000 736.88| 0.85000 688.30| 0.89000 720.69 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0149 808-74805 24.780 m | 45.00000 1115.10| 42.00000 1040.76| 44.21000 1095.52 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0150 808-74807 3.000 EACH| 320.00000 960.00| 300.00000 900.00| 315.78000 947.34 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0151 808-74808 3.000 EACH| 0.91000 2.73| 350.00000 1050.00| 368.41000 1105.23 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0152 808-75240 675.950 m | 0.91000 615.11| 0.85000 574.56| 0.89000 601.60 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 808-75245 4815.050 m | 0.91000 4381.70| 0.85000 4092.79| 0.89000 4285.39 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0154 808-75278 64.510 m | 7.10000 458.02| 6.60000 425.77| 6.95000 448.34 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0155 808-75297 367.110 m | 8.80000 3230.57| 8.20000 3010.30| 8.63000 3168.16 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0156 808-75300 517.780 m | 2.80000 1449.78| 2.63000 1361.76| 2.77000 1434.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0157 808-75320 42.000 EACH| 54.00000 2268.00| 50.00000 2100.00| 52.63000 2210.46 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0158 808-75325 36.000 EACH| 65.00000 2340.00| 60.00000 2160.00| 63.16000 2273.76 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0159 808-92027 167.950 m | 1.80000 302.31| 1.64000 275.44| 1.73000 290.55 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0160 808-95638 1318.460 m2 | 9.70000 12789.06| 9.00000 11866.14| 9.47000 12485.82 CENTER CURB PAINTING | | | 0161 808-98796 142.000 m | 3.80000 539.60| 3.50000 497.00| 3.68000 522.56 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0162 715-08048 1.000 EACH| 52000.00000 52000.00| 26750.00000 26750.00| 51291.23000 51291.23 STORMWATER TREATMENT SYSTEM , TYPE 1 | | | 0163 715-08048 1.000 EACH| 52000.00000 52000.00| 23750.00000 23750.00| 42446.45000 42446.45 STORMWATER TREATMENT SYSTEM , TYPE 2 | | | 0164 715-08048 1.000 EACH| 35000.00000 35000.00| 23750.00000 23750.00| 42446.45000 42446.45 STORMWATER TREATMENT SYSTEM , TYPE 3 | | | 0165 715-08048 1.000 EACH| 24000.00000 24000.00| 18150.00000 18150.00| 31445.30000 31445.30 STORMWATER TREATMENT SYSTEM , TYPE 4 | | | 0166 715-08048 1.000 EACH| 34000.00000 34000.00| 21750.00000 21750.00| 35323.41000 35323.41 STORMWATER TREATMENT SYSTEM , TYPE 5 | | | 0167 715-08048 1.000 EACH| 28000.00000 28000.00| 18150.00000 18150.00| 31445.30000 31445.30 STORMWATER TREATMENT SYSTEM , TYPE 6 | | | 0168 715-08048 1.000 EACH| 34000.00000 34000.00| 21750.00000 21750.00| 35323.41000 35323.41 STORMWATER TREATMENT SYSTEM , TYPE 7 | | | 0169 715-08048 1.000 EACH| 28000.00000 28000.00| 18150.00000 18150.00| 31445.30000 31445.30 STORMWATER TREATMENT SYSTEM , TYPE 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 805-78445 7.000 EACH| 470.00000 3290.00| 451.25000 3158.75| 463.14000 3241.98 SIGNAL SERVICE | | | SECTION TOTALS | $ 6,874,755.00| $ 7,233,250.00| $ 7,569,896.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,874,755.00| $ 7,233,250.00| $ 7,569,896.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT REHABILITATION | | | 0001 105-06845 LUMP| 150000.00000 150000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 2000.00000 36000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 467000.00000 467000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 613254.48000 613254.48| | CLEARING RIGHT OF WAY | | | 0005 202-02240 5697.000 m2 | 17.13000 97589.61| | PAVEMENT REMOVAL | | | 0006 202-51328 LUMP| 50645.10000 50645.10| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-78515 LUMP| 6108.75000 6108.75| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0008 203-02000 11730.000 m3 | 49.00000 574770.00| | EXCAVATION, COMMON | | | 0009 205-06932 28.000 m | 31.13000 871.64| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 18.000 EACH| 68.62000 1235.16| | TEMPORARY DITCH INLET PROTECTION | | | 0011 207-07498 24899.000 m2 | 10.00000 248990.00| | SUBGRADE TREATMENT, TYPE A | | | 0012 211-07454 6100.000 m3 | 18.55000 113155.00| | STRUCTURE BACKFILL | | | 0013 301-07448 1940.000 Mg | 35.41000 68695.40| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 302-06464 100.000 m3 | 60.13000 6013.00| | SUBBASE FOR PCCP | | | 0015 304-07489 100.000 Mg | 97.21000 9721.00| | HMA PATCHING, TYPE A | | | 0016 306-08039 46730.000 m2 | 3.25000 151872.50| | MILLING, ASPHALT REMOVAL | | | 0017 306-08043 3149.000 m2 | 8.99000 28309.51| | MILLING, TRANSITION | | | 0018 401-06264 LUMP| 5450.21000 5450.21| | PROFILOGRAPH, HMA | | | 0019 401-07334 6113.000 Mg | 53.75000 328573.75| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 13973.000 Mg | 42.32000 591337.36| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07408 10211.000 Mg | 40.00000 408440.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0022 401-07430 4472.000 Mg | 37.74000 168773.28| | QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0023 406-05520 61.000 Mg | 205.86000 12557.46| | ASPHALT FOR TACK COAT | | | 0024 506-06333 8401.400 m2 | 125.00000 1050175.00| | PCCP PATCHING, FULL DEPTH | | | 0025 604-06069 798.000 m2 | 166.30000 132707.40| | CURB RAMP, CONCRETE | | | 0026 604-91531 2610.000 m2 | 33.91000 88505.10| | SIDEWALK, CONCRETE, 100 mm | | | 0027 605-06105 150.000 m | 87.15000 13072.50| | CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0028 605-06120 1795.000 m | 66.36000 119116.20| | CURB, CONCRETE | | | 0029 605-06140 3171.000 m | 64.12000 203324.52| | CURB AND GUTTER, CONCRETE | | | 0030 605-06235 305.000 m | 94.43000 28801.15| | CENTER CURB, D, CONCRETE, MODIFIED | | | 0031 605-06275 11.000 m2 | 168.21000 1850.31| | CENTER CURB, D, CONCRETE, MODIFIED | | | 0032 605-94190 50.000 m2 | 205.75000 10287.50| | CURB PATCHING | | | 0033 605-94811 1.000 EACH| 437.46000 437.46| | CURB TURNOUT | | | 0034 610-07487 2147.500 Mg | 76.63000 164562.93| | HMA FOR APPROACHES, TYPE B | | | 0035 611-05330 5446.000 m2 | 49.61000 270176.06| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-06497 1.000 EACH| 228.74000 228.74| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06505 31.000 EACH| 514.66000 15954.46| | MONUMENT, B | | | 0038 615-06527 2.000 EACH| 486.06000 972.12| | MONUMENT, SECTION CORNER | | | 0039 616-02320 52.000 m2 | 2.72000 141.44| | GEOTEXTILES | | | 0040 616-06405 31.000 Mg | 57.89000 1794.59| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-01004 6.000 EACH| 171.55000 1029.30| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 0.100 Mg | 447.98000 44.80| | FERTILIZER | | | 0043 621-06557 46.000 kg | 8.23000 378.58| | SEED MIXTURE, T | | | 0044 621-06565 2.300 Mg | 658.76000 1515.15| | MULCHING MATERIAL | | | 0045 621-06567 185.000 kL | 0.63000 116.55| | WATER | | | 0046 621-06575 10256.000 m2 | 3.20000 32819.20| | SODDING, NURSERY | | | 0047 702-51005 0.700 m3 | 2296.89000 1607.82| | CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51863 15.000 EACH| 19.73000 295.95| | FIELD DRILLED HOLE IN CONCRETE | | | 0049 703-51032 20.000 kg | 12.80000 256.00| | REINFORCING STEEL, EPOXY COATED | | | 0050 715-05024 185.200 m | 256.90000 47577.88| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0051 715-05048 4562.500 m | 20.72000 94535.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0052 715-05053 11.600 m | 136.66000 1585.26| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0053 715-05146 2.600 m | 121.57000 316.08| | PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0054 715-05149 931.500 m | 132.53000 123451.70| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05151 912.600 m | 134.69000 122918.09| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05152 1065.900 m | 172.66000 184038.29| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0057 715-05153 29.700 m | 199.99000 5939.70| | PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0058 715-05154 521.600 m | 208.23000 108612.77| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-05156 114.600 m | 258.31000 29602.33| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0063 715-46000 2.000 EACH| 307.90000 615.80| | PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 715-46005 1.000 EACH| 462.31000 462.31| | PIPE END SECTION, 375 mm | | | 0065 715-46010 2.000 EACH| 337.25000 674.50| | PIPE END SECTION, 450 mm | | | 0066 718-06532 1000.000 m | 3.43000 3430.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0067 718-52610 900.700 m3 | 49.86000 44908.90| | AGGREGATE FOR UNDERDRAINS | | | 0068 718-99153 13130.000 m2 | 2.16000 28360.80| | GEOTEXTILES FOR UNDERDRAIN | | | 0069 720-02609 1.000 EACH| 3499.79000 3499.79| | MANHOLE, H2 | | | 0070 720-03180 1.000 EACH| 1673.74000 1673.74| | CATCH BASIN, G7 | | | 0071 720-44000 49.000 EACH| 401.18000 19657.82| | CASTING, ADJUST TO GRADE | | | 0072 720-44296 1.000 EACH| 435.51000 435.51| | CAP INLET | | | 0073 720-45030 11.000 EACH| 1500.00000 16500.00| | INLET, E7 | | | 0074 720-45035 2.000 EACH| 1500.00000 3000.00| | INLET, F7 | | | 0075 720-45080 1.000 EACH| 1500.00000 1500.00| | INLET, S14 | | | 0076 720-45235 2.000 EACH| 1500.00000 3000.00| | CATCH BASIN, E7 | | | 0077 720-45410 100.000 EACH| 2000.00000 200000.00| | MANHOLE, C4 | | | 0078 720-45515 1.000 EACH| 12000.00000 12000.00| | MANHOLE, D4, MODIFIED | | | 0079 720-45520 1.000 EACH| 12000.00000 12000.00| | MANHOLE, E4, MODIFIED | | | 0080 720-45525 1.000 EACH| 14000.00000 14000.00| | MANHOLE, F4, MODIFIED | | | 0081 720-90768 3.000 EACH| 2500.00000 7500.00| | CATCH BASIN, S14 | | | 0082 720-91352 2.000 EACH| 2500.00000 5000.00| | CATCH BASIN, F7 | | | 0083 720-92884 1.000 EACH| 3200.00000 3200.00| | MANHOLE, K4, MODIFIED | | | 0084 720-93409 7.000 EACH| 3200.00000 22400.00| | INLET, B15, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 720-95409 8.000 EACH| 3200.00000 25600.00| | MANHOLE, J4, MODIFIED | | | 0086 720-99416 87.000 EACH| 3200.00000 278400.00| | CATCH BASIN, B15 | | | 0087 720-99417 31.000 EACH| 3200.00000 99200.00| | CATCH BASIN, C15 | | | 0088 723-06927 6.900 m | 6239.80000 43054.62| | STRUCTURE, PRECAST THREE-SIDED, , 5270 | | | mm X 2134 mm, EXTENSION | | | 0089 723-06927 15.000 m | 5268.80000 79032.00| | STRUCTURE, PRECAST THREE-SIDED, , 5486 | | | mm X 2134 mm, EXTENSION | | | 0090 801-02595 5.000 EACH| 118.98000 594.90| | CONTROLLER, RESET TIMING | | | 0091 801-04308 10.000 EACH| 411.73000 4117.30| | ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06207 38018.000 m | 3.32000 126219.76| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0093 801-06625 8.000 EACH| 245.89000 1967.12| | DETOUR ROUTE MARKER ASSEMBLY | | | 0094 801-06640 24.000 EACH| 217.30000 5215.20| | CONSTRUCTION SIGN, A | | | 0095 801-06645 4.000 EACH| 97.21000 388.84| | CONSTRUCTION SIGN, B | | | 0096 801-06710 690.000 DAY | 19.35000 13351.50| | FLASHING ARROW SIGN | | | 0097 801-06775 LUMP| 350000.00000 350000.00| | MAINTAINING TRAFFIC | | | 0098 801-07118 57.600 m | 50.32000 2898.43| | BARRICADE, III-A | | | 0099 801-94295 20.000 EACH| 290.83000 5816.60| | SIGNAL HEAD, RELOCATE | | | 0100 802-05701 233.600 m | 42.03000 9818.21| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0101 802-07135 12.000 EACH| 1861.31000 22335.72| | CABLE SPAN SIGN STRUCTURE FOUNDATION, IV| | | 0102 802-07158 1.000 EACH| 4918.16000 4918.16| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 802-76025 43.234 m2 | 182.69000 7898.42| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0104 802-76035 47.438 m2 | 195.38000 9268.44| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0105 802-76045 20.276 m2 | 208.06000 4218.62| | SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0106 802-94494 1.000 EACH| 1415.19000 1415.19| | SIGN STRUCTURE, OVERHEAD, RELOCATE | | | 0107 802-99385 1.000 EACH| 6358.95000 6358.95| | PAINT, OVERHEAD SIGN STRUCTURE | | | 0108 805-01815 8.000 EACH| 1932.00000 15456.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0109 805-01842 39.000 EACH| 948.79000 37002.81| | HANDHOLE, SIGNAL | | | 0110 805-01844 1605.200 m | 49.60000 79617.92| | CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0112 805-02087 LUMP| 1384.19000 1384.19| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0113 805-03793 7.000 EACH| 530.10000 3710.70| | DETECTOR CARD RACK AND DETECTOR MODULES | | | 0114 805-03978 1.000 EACH| 703.12000 703.12| | EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0115 805-03980 14.000 EACH| 296.72000 4154.08| | EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0116 805-03983 7.000 EACH| 3014.44000 21101.08| | PHASE SELECTORS | | | 0117 805-04982 411.300 m | 4.13000 1698.67| | CABLE , SIGNAL, 4C 20 GA. | | | 0118 805-05871 13.000 EACH| 704.35000 9156.55| | EMERGENCY VEHICLE LIGHT DETECTOR SINGLE | | | CHANNEL, TWO DIRECTION | | | 0119 805-06834 6.000 EACH| 10844.94000 65069.64| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0120 805-78106 1.000 EACH| 15674.69000 15674.69| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 805-78205 54.000 EACH| 844.93000 45626.22| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0122 805-78215 10.000 EACH| 756.58000 7565.80| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0123 805-78230 9.000 EACH| 1315.68000 11841.12| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0124 805-78355 14.000 EACH| 496.98000 6957.72| | PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0125 805-78415 14.000 EACH| 1170.15000 16382.10| | SPAN, CATENARY, AND TETHER | | | 0126 805-78420 18.000 EACH| 280.34000 5046.12| | DISCONNECT HANGER | | | 0127 805-78465 31.000 m | 8.74000 270.94| | SIGNAL CABLE, 2C 8GA. | | | 0128 805-78470 2070.000 m | 0.45000 931.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0129 805-78480 411.300 m | 5.10000 2097.63| | SIGNAL CABLE, 3C 14GA. | | | 0130 805-78485 1273.300 m | 6.12000 7792.60| | SIGNAL CABLE, 5C 14GA. | | | 0131 805-78490 487.800 m | 6.45000 3146.31| | SIGNAL CABLE, 7C 14GA. | | | 0132 805-78500 481.600 m | 8.82000 4247.71| | SIGNAL CABLE, 11C 14GA. | | | 0133 805-78510 4769.800 m | 4.16000 19842.37| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0134 805-78746 1596.800 m | 24.20000 38642.56| | PREFORMED LOOP DETECTORS | | | 0135 805-78785 1.000 EACH| 979.63000 979.63| | SIGNAL DETECTOR HOUSING | | | 0136 805-78790 13.000 EACH| 604.85000 7863.05| | LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNEL| | | 0137 805-78795 690.000 m | 27.36000 18878.40| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0138 805-78925 1.000 EACH| 1189.21000 1189.21| | CONTROLLER CABINET FOUNDATION, P1 | | | 0139 805-81032 20.000 EACH| 2529.34000 50586.80| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 805-86843 20.000 m | 46.75000 935.00| | WIRE, NO. 4 COPPER, 1C | | | 0141 805-92504 3.000 EACH| 310.35000 931.05| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0142 805-96121 14.000 EACH| 208.88000 2924.32| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0143 805-97114 1675.100 m | 8.44000 14137.84| | CABLE, INTERCONNECT, 6 PAIR 19 | | | 0144 808-03002 193.720 m | 2.86000 554.04| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0145 808-03631 80.850 m | 2.86000 231.23| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0146 808-03632 382.300 m | 2.86000 1093.38| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0147 808-06701 2396.550 m | 0.97000 2324.65| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0148 808-06703 809.760 m | 0.97000 785.47| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0149 808-74805 24.780 m | 48.03000 1190.18| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0150 808-74807 3.000 EACH| 343.10000 1029.30| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0151 808-74808 3.000 EACH| 400.29000 1200.87| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0152 808-75240 675.950 m | 0.97000 655.67| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0153 808-75245 4815.050 m | 0.97000 4670.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0154 808-75278 64.510 m | 7.55000 487.05| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0155 808-75297 367.110 m | 9.38000 3443.49| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0156 808-75300 517.780 m | 3.01000 1558.52| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 400 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,762,243.84 ROUTE : CALL ORDER : 400 CONTRACT ID : R -27351-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 808-75320 42.000 EACH| 57.18000 2401.56| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0158 808-75325 36.000 EACH| 68.62000 2470.32| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0159 808-92027 167.950 m | 1.88000 315.75| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0160 808-95638 1318.460 m2 | 10.29000 13566.95| | CENTER CURB PAINTING | | | 0161 808-98796 142.000 m | 4.00000 568.00| | LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | 0162 715-08048 1.000 EACH| 51715.67000 51715.67| | STORMWATER TREATMENT SYSTEM , TYPE 1 | | | 0163 715-08048 1.000 EACH| 51715.67000 51715.67| | STORMWATER TREATMENT SYSTEM , TYPE 2 | | | 0164 715-08048 1.000 EACH| 38899.07000 38899.07| | STORMWATER TREATMENT SYSTEM , TYPE 3 | | | 0165 715-08048 1.000 EACH| 21649.47000 21649.47| | STORMWATER TREATMENT SYSTEM , TYPE 4 | | | 0166 715-08048 1.000 EACH| 31789.49000 31789.49| | STORMWATER TREATMENT SYSTEM , TYPE 5 | | | 0167 715-08048 1.000 EACH| 27708.02000 27708.02| | STORMWATER TREATMENT SYSTEM , TYPE 6 | | | 0168 715-08048 1.000 EACH| 35017.12000 35017.12| | STORMWATER TREATMENT SYSTEM , TYPE 7 | | | 0169 715-08048 1.000 EACH| 30642.22000 30642.22| | STORMWATER TREATMENT SYSTEM , TYPE 8 | | | 0170 805-78445 7.000 EACH| 516.09000 3612.63| | SIGNAL SERVICE | | | SECTION TOTALS | $ 9,358,860.13| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,358,860.13| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 408 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 43,978.46 ROUTE : 41 CALL ORDER : 408 CONTRACT ID : R -27400-B COUNTIES : BENTON LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0190022 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 44,422.00 100.0000% ==================================================================================================================================== |(1) 35-2064912 | | |B & P CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIPLINING PIPE | | | 0001 105-06845 LUMP| 1050.00000 1050.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 2700.00000 2700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 725-06862 168.000 LFT | 232.30000 39026.40| | PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0004 801-06640 6.000 EACH| 200.00000 1200.00| | CONSTRUCTION SIGN, A | | | 0005 801-06775 LUMP| 445.60000 445.60| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 44,422.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 44,422.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 65 CALL ORDER : 410 CONTRACT ID : R -27401-A COUNTIES : JASPER WHITE LETTING DATE : 03/23/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 28 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 897,769.55 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 949,969.50 105.8144% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 141,790.00 ROUTE : US 20/SR 912 CALL ORDER : 460 CONTRACT ID : R -27479-A COUNTIES : LAKE LETTING DATE : 03/23/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/30/06 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945076 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1473652 SLUSSER'S GREEN THUMB, INC. $ 83,593.80 100.0000% 2 34-1572955 DEITERING LANDSCAPING, INC. $ 266,490.00 318.7915% ==================================================================================================================================== |(1) 35-1473652 |(2) 34-1572955 | |SLUSSER'S GREEN THUMB, INC. |DEITERING LANDSCAPING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADSIDE WORK, LANDSCAPING | | | 0001 105-06845 LUMP| 2718.00000 2718.00| 16500.00000 16500.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 1988.00000 1988.00| 9000.00000 9000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 621-92968 168.000 LBS | 257.00000 43176.00| 1100.00000 184800.00| SEED MIXTURE, WILD FLOWER | | | 0004 622-52436 8.000 EACH| 34.00000 272.00| 20.00000 160.00| SIGN, DO NOT MOW OR SPRAY | | | 0005 624-92647 2.350 ACRE| 3156.00000 7416.60| 3000.00000 7050.00| HERBICIDE TREATMENT | | | 0006 624-92647 11.200 ACRE| 2441.00000 27339.20| 4000.00000 44800.00| HERBICIDE TREATMENT , PHRAGMITES CONTROL| | | 0007 802-04893 38.000 EACH| 18.00000 684.00| 110.00000 4180.00| REFERENCE POST | | | SECTION TOTALS | $ 83,593.80| $ 266,490.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,593.80| $ 266,490.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/30/04 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 114,623.63 ROUTE : 64 CALL ORDER : 470 CONTRACT ID : R -27505-A COUNTIES : GIBSON LETTING DATE : 03/23/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 018100E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE IRREGULAR BID $ 112,261.92 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR AWARD $ 116,197.00 103.5052% 3 35-1526557 MIDWEST MOLE, INC. $ 124,759.00 111.1320% 4 35-1801998 CLR, INC. $ 137,626.00 122.5936% 5 35-1757738 NAAS & SONS INC. $ 176,843.24 157.5273% ==========