INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9929028 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 6,873,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 7,112,540.00 103.4852% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 7,931,899.30 115.4066% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |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 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 160329.44000 160329.44| 87050.02000 87050.02| 92500.00000 92500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 1487.50000 29750.00| 2825.85000 56517.00| 1650.00000 33000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 345000.00000 345000.00| 244330.78000 244330.78| 396595.00000 396595.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 207000.00000 207000.00| 68220.17000 68220.17| 237950.00000 237950.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 170000.00000 170000.00| 224998.15000 224998.15| 161819.00000 161819.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 17386.000 m3 | 11.50000 199939.00| 17.44000 303211.84| 12.70000 220802.20 EXCAVATION, COMMON | | | 0007 203-93444 15089.000 Mg | 10.00000 150890.00| 12.40000 187103.60| 15.50000 233879.50 BACKFILL, ROCK | | | 0008 205-02234 2.000 EACH| 45.00000 90.00| 73.68000 147.36| 50.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-06932 9.000 m | 31.50000 283.50| 17.32000 155.88| 35.00000 315.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 42.000 EACH| 50.00000 2100.00| 57.89000 2431.38| 55.00000 2310.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 1780.000 m | 5.25000 9345.00| 5.21000 9273.80| 5.75000 10235.00 TEMPORARY SILT FENCE | | | 0012 206-51220 9548.000 m3 | 7.00000 66836.00| 10.00000 95480.00| 5.20000 49649.60 EXCAVATION, WET | | | 0013 206-51230 61.800 m3 | 100.00000 6180.00| 30.00000 1854.00| 35.00000 2163.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 206-51235 LUMP| 150000.00000 150000.00| 80000.00000 80000.00| 250000.00000 250000.00 COFFERDAM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |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 206-51817 1182.000 m2 | 850.00000 1004700.00| 1150.00000 1359300.00| 1450.00000 1713900.00 SHEET PILING, STEEL | | | 0016 207-07498 10700.000 m2 | 8.00000 85600.00| 8.72000 93304.00| 7.85000 83995.00 SUBGRADE TREATMENT, TYPE A | | | 0017 211-02050 3374.000 m3 | 17.00000 57358.00| 19.00000 64106.00| 20.00000 67480.00 B BORROW | | | 0018 211-06467 55.400 m3 | 60.00000 3324.00| 80.00000 4432.00| 75.00000 4155.00 AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 10886.000 m3 | 17.00000 185062.00| 18.70000 203568.20| 21.00000 228606.00 STRUCTURE BACKFILL | | | 0020 301-07448 1385.000 Mg | 15.00000 20775.00| 14.67000 20317.95| 30.00000 41550.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 401-06264 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 1600.00000 1600.00 PROFILOGRAPH, HMA | | | 0022 401-07334 1740.000 Mg | 55.00000 95700.00| 58.00000 100920.00| 51.00000 88740.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0023 401-07403 2530.000 Mg | 43.00000 108790.00| 40.00000 101200.00| 43.00000 108790.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0024 401-07418 7915.000 Mg | 38.00000 300770.00| 40.00000 316600.00| 37.00000 292855.00 QC/QA-HMA, 3, 76, BASE, 25.0 mm | | | 0025 401-07429 2935.000 Mg | 50.00000 146750.00| 44.00000 129140.00| 40.00000 117400.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0026 402-07433 45.000 Mg | 125.00000 5625.00| 55.00000 2475.00| 115.00000 5175.00 HMA SURFACE, TYPE B | | | 0027 402-07441 320.000 Mg | 66.00000 21120.00| 68.00000 21760.00| 63.00000 20160.00 HMA BASE, TYPE B | | | 0028 406-05520 21.000 Mg | 190.00000 3990.00| 200.00000 4200.00| 185.00000 3885.00 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1200.00000 4800.00| 1263.12000 5052.48| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-07023 2.000 EACH| 5500.00000 11000.00| 6650.53000 13301.06| 5500.00000 11000.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0031 601-94689 4.000 EACH| 1750.00000 7000.00| 1842.05000 7368.20| 1750.00000 7000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-95344 659.500 m | 192.25000 126788.88| 202.36000 133456.42| 192.25000 126788.88 HANDRAIL, PEDESTRIAN | | | 0033 601-99105 7.620 m | 35.50000 270.51| 37.37000 284.76| 35.50000 270.51 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06639 99.200 m | 65.00000 6448.00| 137.58000 13647.94| 50.00000 4960.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 604-06069 65.300 m2 | 38.00000 2481.40| 84.18000 5496.95| 79.00000 5158.70 CURB RAMP, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 604-07483 460.000 Mg | 70.00000 32200.00| 49.00000 22540.00| 65.00000 29900.00 HMA FOR SIDEWALK | | | 0037 605-02493 87.000 m2 | 36.00000 3132.00| 74.86000 6512.82| 53.00000 4611.00 CURB ISLAND, CONCRETE | | | 0038 605-06100 96.400 m | 27.79000 2678.96| 85.43000 8235.45| 69.50000 6699.80 CURB, INTEGRAL, C, CONCRETE | | | 0039 605-06150 664.000 m | 32.00000 21248.00| 40.89000 27150.96| 50.00000 33200.00 CURB AND GUTTER, C, CONCRETE | | | 0040 605-06155 1057.400 m | 69.00000 72960.60| 110.64000 116990.74| 145.00000 153323.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0041 605-06165 142.300 m | 44.00000 6261.20| 99.29000 14128.97| 78.00000 11099.40 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0042 605-06240 1272.100 m2 | 59.00000 75053.90| 72.31000 91985.55| 70.00000 89047.00 CENTER CURB, A, CONCRETE | | | 0043 607-06345 12.400 m | 150.00000 1860.00| 403.24000 5000.18| 115.00000 1426.00 PAVED SIDE DITCH, C | | | 0044 610-06257 258.200 m2 | 55.00000 14201.00| 65.00000 16783.00| 75.00000 19365.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0045 610-07486 26.000 Mg | 125.00000 3250.00| 125.00000 3250.00| 105.00000 2730.00 HMA FOR APPROACHES, TYPE A | | | 0046 610-07487 610.000 Mg | 55.00000 33550.00| 65.00000 39650.00| 52.50000 32025.00 HMA FOR APPROACHES, TYPE B | | | 0047 611-05330 600.000 m2 | 38.00000 22800.00| 60.85000 36510.00| 41.25000 24750.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0048 611-06497 2.000 EACH| 165.00000 330.00| 173.68000 347.36| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06490 11.000 EACH| 105.00000 1155.00| 110.52000 1215.72| 105.00000 1155.00 RIGHT OF WAY MARKER | | | 0050 615-06505 4.000 EACH| 425.00000 1700.00| 447.36000 1789.44| 425.00000 1700.00 MONUMENT, B | | | 0051 615-06510 2.000 EACH| 400.00000 800.00| 421.04000 842.08| 400.00000 800.00 MONUMENT, C | | | 0052 615-06515 8.000 EACH| 116.00000 928.00| 122.10000 976.80| 116.00000 928.00 MONUMENT, D | | | 0053 616-02320 8500.000 m2 | 0.98000 8330.00| 2.01000 17085.00| 1.55000 13175.00 GEOTEXTILES | | | 0054 616-05688 40.000 Mg | 50.00000 2000.00| 50.00000 2000.00| 40.00000 1600.00 RIPRAP, CLASS 1 | | | 0055 616-06405 1050.000 Mg | 25.00000 26250.00| 26.78000 28119.00| 20.00000 21000.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-01004 6.000 EACH| 320.00000 1920.00| 694.72000 4168.32| 360.00000 2160.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0057 621-06545 1.500 Mg | 358.00000 537.00| 563.14000 844.71| 400.00000 600.00 FERTILIZER | | | 0058 621-06557 600.000 kg | 3.00000 1800.00| 5.37000 3222.00| 3.35000 2010.00 SEED MIXTURE, T | | | 0059 621-06560 6650.000 m2 | 0.41000 2726.50| 0.38000 2527.00| 0.45000 2992.50 MULCHED SEEDING, U | | | 0060 621-06575 5690.000 m2 | 4.00000 22760.00| 3.53000 20085.70| 4.75000 27027.50 SODDING, NURSERY | | | 0061 621-98038 26.000 m3 | 100.00000 2600.00| 65.79000 1710.54| 110.00000 2860.00 MULCH, HARDWOOD SHREDDED BARK | | | 0062 622-05653 225.000 EACH| 12.00000 2700.00| 9.58000 2155.50| 12.35000 2778.75 PLANT, GROUND COVER | | | 0063 622-05654 220.000 EACH| 12.00000 2640.00| 9.58000 2107.60| 12.35000 2717.00 PLANT, PERENNIAL | | | 0064 701-01849 298.800 m | 110.00000 32868.00| 95.00000 28386.00| 115.00000 34362.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0065 701-04732 507.300 m | 90.00000 45657.00| 95.00000 48193.50| 132.00000 66963.60 PILE , CONCRETE, STEEL SHELL ENCASED, | | | 9.53 mm 356 mm | | | 0066 702-51005 148.700 m3 | 900.00000 133830.00| 700.00000 104090.00| 700.00000 104090.00 CONCRETE, A, SUBSTRUCTURE | | | 0067 702-51015 46.300 m3 | 825.00000 38197.50| 550.23000 25475.65| 500.00000 23150.00 CONCRETE, B, FOOTINGS | | | 0068 702-51046 123.600 m3 | 300.00000 37080.00| 300.00000 37080.00| 335.00000 41406.00 CONCRETE, FOUNDATION SEAL | | | 0069 703-06028 3350.000 kg | 1.00000 3350.00| 1.20000 4020.00| 1.25000 4187.50 REINFORCING BARS | | | 0070 703-06029 76828.000 kg | 1.10000 84510.80| 1.25000 96035.00| 1.40000 107559.20 REINFORCING BARS, EPOXY COATED | | | 0071 703-97703 958.000 EACH| 15.80000 15136.40| 10.00000 9580.00| 11.00000 10538.00 THREADED BAR SPLICE, EPOXY COATED | | | 0072 704-51002 398.600 m3 | 955.00000 380663.00| 700.00000 279020.00| 550.00000 219230.00 CONCRETE, C, SUPERSTRUCTURE | | | 0073 706-51020 1.600 m3 | 2100.00000 3360.00| 2000.00000 3200.00| 2000.00000 3200.00 CONCRETE, C, RAILING | | | 0074 706-98353 1163.300 m | 282.00000 328050.60| 296.83000 345302.34| 282.00000 328050.60 RAILING, CURB MOUNT, 2 TUBE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 709-51821 LUMP| 13000.00000 13000.00| 9500.00000 9500.00| 11250.00000 11250.00 SURFACE SEAL | | | 0076 711-51038 LUMP| 450000.00000 450000.00| 430000.00000 430000.00| 541952.00000 541952.00 STRUCTURAL STEEL | | | 0077 714-04802 629.000 m2 | 66.00000 41514.00| 107.82000 67818.78| 80.00000 50320.00 CONCRETE MODULAR BLOCK WALL | | | 0078 714-44240 71.300 m3 | 850.00000 60605.00| 877.19000 62543.65| 1350.00000 96255.00 CONCRETE, A, STRUCTURES | | | 0079 715-04509 80.000 m | 98.00000 7840.00| 110.88000 8870.40| 220.00000 17600.00 TEMPORARY PIPE , TYPE 1, CIRCULAR, 300 | | | mm | | | 0080 715-05048 1710.000 m | 6.42000 10978.20| 6.21000 10619.10| 11.50000 19665.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0081 715-05149 416.000 m | 84.06000 34968.96| 73.59000 30613.44| 72.00000 29952.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0082 715-05151 468.400 m | 76.63000 35893.49| 71.36000 33425.02| 81.00000 37940.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0083 715-05152 301.900 m | 77.13000 23285.55| 74.69000 22548.91| 94.00000 28378.60 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0084 715-05154 142.500 m | 121.17000 17266.73| 99.66000 14201.55| 125.00000 17812.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0085 715-05171 18.300 m | 78.98000 1445.33| 69.83000 1277.89| 93.00000 1701.90 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0086 715-05407 55.200 m | 11.07000 611.06| 33.92000 1872.38| 17.00000 938.40 PIPE, END BENT DRAIN, 150 mm | | | 0087 715-05422 12.200 m | 276.50000 3373.30| 245.82000 2999.00| 390.00000 4758.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0088 715-46000 2.000 EACH| 177.67000 355.34| 276.19000 552.38| 190.00000 380.00 PIPE END SECTION, 300 mm | | | 0089 715-46005 2.000 EACH| 200.67000 401.34| 297.04000 594.08| 240.00000 480.00 PIPE END SECTION, 375 mm | | | 0090 715-46010 2.000 EACH| 227.67000 455.34| 321.51000 643.02| 305.00000 610.00 PIPE END SECTION, 450 mm | | | 0091 715-46020 2.000 EACH| 409.01000 818.02| 430.30000 860.60| 500.00000 1000.00 PIPE END SECTION, 600 mm | | | 0092 718-52610 285.000 m3 | 28.00000 7980.00| 27.77000 7914.45| 58.50000 16672.50 AGGREGATE FOR UNDERDRAINS | | | 0093 718-99153 3580.000 m2 | 1.50000 5370.00| 1.53000 5477.40| 1.30000 4654.00 GEOTEXTILES FOR UNDERDRAIN | | | 0094 720-45045 2.000 EACH| 1500.00000 3000.00| 982.97000 1965.94| 1250.00000 2500.00 INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 720-45235 3.000 EACH| 1800.00000 5400.00| 912.26000 2736.78| 1400.00000 4200.00 CATCH BASIN, E7 | | | 0096 720-45250 1.000 EACH| 2000.00000 2000.00| 1078.14000 1078.14| 1430.00000 1430.00 CATCH BASIN, K10 | | | 0097 720-45410 12.000 EACH| 1700.00000 20400.00| 1271.98000 15263.76| 2215.00000 26580.00 MANHOLE, C4 | | | 0098 720-95422 5.000 EACH| 2800.00000 14000.00| 1589.25000 7946.25| 2900.00000 14500.00 MANHOLE, J4 | | | 0099 720-98174 18.000 EACH| 1600.00000 28800.00| 1269.40000 22849.20| 1600.00000 28800.00 INLET, B15 | | | 0100 720-98555 1.000 EACH| 1900.00000 1900.00| 1269.40000 1269.40| 1675.00000 1675.00 INLET, C15 | | | 0101 720-98625 1.000 EACH| 3300.00000 3300.00| 2311.93000 2311.93| 3400.00000 3400.00 MANHOLE, C4, DROP | | | 0102 720-99416 1.000 EACH| 2400.00000 2400.00| 1383.61000 1383.61| 1750.00000 1750.00 CATCH BASIN, B15 | | | 0103 720-99417 17.000 EACH| 2100.00000 35700.00| 1369.12000 23275.04| 1800.00000 30600.00 CATCH BASIN, C15 | | | 0104 731-93945 2240.000 m2 | 125.00000 280000.00| 96.00000 215040.00| 90.00000 201600.00 FACE PANELS, CONCRETE | | | 0105 731-93946 2240.000 m2 | 82.00000 183680.00| 132.00000 295680.00| 46.00000 103040.00 WALL ERECTION | | | 0106 731-93946 629.000 m2 | 105.00000 66045.00| 151.00000 94979.00| 130.00000 81770.00 WALL ERECTION , MODULAR BLOCK WALL | | | 0107 731-93947 1122.000 m | 36.00000 40392.00| 72.91000 81805.02| 200.00000 224400.00 LEVELING PAD, CONCRETE | | | 0108 801-01093 5.000 EACH| 1900.00000 9500.00| 1915.73000 9578.65| 2050.00000 10250.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0109 801-04308 10.000 EACH| 500.00000 5000.00| 447.36000 4473.60| 475.00000 4750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0110 801-06203 4300.000 m | 0.35000 1505.00| 0.31000 1333.00| 0.35000 1505.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0111 801-06207 6900.000 m | 3.00000 20700.00| 2.83000 19527.00| 3.00000 20700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0112 801-06216 4.000 m | 12.00000 48.00| 2.11000 8.44| 2.25000 9.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0113 801-06218 27.000 m | 19.00000 513.00| 16.99000 458.73| 18.00000 486.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 801-06640 15.000 EACH| 250.00000 3750.00| 209.47000 3142.05| 225.00000 3375.00 CONSTRUCTION SIGN, A | | | 0115 801-06775 LUMP| 145000.00000 145000.00| 51231.65000 51231.65| 90441.00000 90441.00 MAINTAINING TRAFFIC | | | 0116 801-07118 43.200 m | 39.62000 1711.58| 41.70000 1801.44| 44.00000 1900.80 BARRICADE, III-A | | | 0117 801-07119 57.600 m | 39.62000 2282.11| 41.70000 2401.92| 44.00000 2534.40 BARRICADE, III-B | | | 0118 801-07120 3.600 m | 40.00000 144.00| 42.10000 151.56| 45.00000 162.00 BARRICADE, III, PERMANENT | | | 0119 802-05701 126.800 m | 28.00000 3550.40| 29.47000 3736.80| 31.50000 3994.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0120 802-76025 13.400 m2 | 125.00000 1675.00| 131.58000 1763.17| 140.00000 1876.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0121 802-76035 7.200 m2 | 130.00000 936.00| 136.84000 985.25| 145.00000 1044.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0122 802-76045 6.600 m2 | 170.00000 1122.00| 178.94000 1181.00| 190.00000 1254.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0123 805-01815 4.000 EACH| 1400.00000 5600.00| 1473.64000 5894.56| 1575.00000 6300.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0124 805-01842 6.000 EACH| 650.00000 3900.00| 684.19000 4105.14| 735.00000 4410.00 HANDHOLE, SIGNAL | | | 0125 805-02087 LUMP| 50.00000 50.00| 52.63000 52.63| 56.00000 56.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0126 805-02152 2.000 EACH| 400.00000 800.00| 421.04000 842.08| 450.00000 900.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 450mm | | | 0127 805-02658 378.000 m | 2.15000 812.70| 2.26000 854.28| 2.40000 907.20 CABLE, COAXIAL (BELDEN 8281) (w/RINGS & | | | SUPPORTS) | | | 0128 805-04133 1.000 EACH| 500.00000 500.00| 526.30000 526.30| 550.00000 550.00 SIGNAL PEDESTAL, 3.6 m | | | 0129 805-04782 1.000 EACH| 18500.00000 18500.00| 19473.10000 19473.10| 20900.00000 20900.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0130 805-04980 1.000 EACH| 3000.00000 3000.00| 3157.80000 3157.80| 3400.00000 3400.00 FLASHING BEACON , WITH PEDESTRIAN | | | WARNING SIGN 150 mm BEAM & FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 805-06592 358.000 m | 17.75000 6354.50| 18.68000 6687.44| 20.00000 7160.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0132 805-78100 1.000 EACH| 10000.00000 10000.00| 10526.00000 10526.00| 11250.00000 11250.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE (FULLY ACTUATED w/VIDEO DETECTION | | | INTERF | | | 0133 805-78190 3.000 EACH| 250.00000 750.00| 263.15000 789.45| 290.00000 870.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0134 805-78205 5.000 EACH| 600.00000 3000.00| 631.56000 3157.80| 675.00000 3375.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0135 805-78230 3.000 EACH| 650.00000 1950.00| 684.19000 2052.57| 725.00000 2175.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0136 805-78415 3.000 EACH| 1100.00000 3300.00| 1157.86000 3473.58| 1250.00000 3750.00 SPAN, CATENARY, AND TETHER | | | 0137 805-78420 3.000 EACH| 215.00000 645.00| 226.31000 678.93| 250.00000 750.00 DISCONNECT HANGER | | | 0138 805-78445 1.000 EACH| 480.00000 480.00| 505.25000 505.25| 540.00000 540.00 SIGNAL SERVICE | | | 0139 805-78467 14.000 m | 3.05000 42.70| 3.21000 44.94| 3.40000 47.60 SIGNAL CABLE, 3C 8GA. | | | 0140 805-78480 378.000 m | 2.35000 888.30| 2.47000 933.66| 2.65000 1001.70 SIGNAL CABLE, 3C 14GA. | | | 0141 805-78485 867.000 m | 2.65000 2297.55| 2.79000 2418.93| 3.00000 2601.00 SIGNAL CABLE, 5C 14GA. | | | 0142 805-78490 791.000 m | 3.00000 2373.00| 3.16000 2499.56| 3.25000 2570.75 SIGNAL CABLE, 7C 14GA. | | | 0143 805-78900 1.000 EACH| 400.00000 400.00| 421.04000 421.04| 450.00000 450.00 PEDESTAL FOUNDATION, A | | | 0144 805-78925 1.000 EACH| 500.00000 500.00| 526.30000 526.30| 565.00000 565.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0145 805-81060 4.000 EACH| 3300.00000 13200.00| 3473.58000 13894.32| 3725.00000 14900.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0146 805-96121 2.000 EACH| 85.00000 170.00| 89.47000 178.94| 96.00000 192.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0147 807-02784 3.000 EACH| 750.00000 2250.00| 789.45000 2368.35| 850.00000 2550.00 LUMINAIRE MAST ARM, 6.1 m | | | 0148 808-03179 12.000 EACH| 89.00000 1068.00| 93.68000 1124.16| 100.00000 1200.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 808-06609 4.000 EACH| 92.00000 368.00| 96.84000 387.36| 104.00000 416.00 PAVEMENT MESSAGE MARKING , PREFORMED | | | PLASTIC, WORD, X-ING | | | 0150 808-06609 4.000 EACH| 120.00000 480.00| 126.31000 505.24| 135.00000 540.00 PAVEMENT MESSAGE MARKING ,PREFORMED | | | PLASTIC, BIKE SYMBOL | | | 0151 808-06701 393.000 m | 1.05000 412.65| 1.11000 436.23| 1.15000 451.95 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0152 808-06703 932.000 m | 1.02000 950.64| 1.07000 997.24| 1.15000 1071.80 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0153 808-07837 27.300 m | 50.00000 1365.00| 22.74000 620.80| 24.25000 662.03 CROSSWALK , MULTI-USE PATH | | | 0154 808-75052 92.000 m | 5.40000 496.80| 5.68000 522.56| 6.00000 552.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 150 mm | | | 0155 808-75053 100.000 m | 7.20000 720.00| 7.58000 758.00| 8.00000 800.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0156 808-75067 53.600 m | 21.60000 1157.76| 22.74000 1218.86| 24.25000 1299.80 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0157 808-75071 12.000 EACH| 78.50000 942.00| 82.63000 991.56| 88.50000 1062.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0158 808-75245 172.000 m | 1.25000 215.00| 1.32000 227.04| 1.40000 240.80 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0159 808-75327 91.300 m | 10.80000 986.04| 11.37000 1038.08| 12.10000 1104.73 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 300 mm | | | 0160 808-75998 125.000 EACH| 24.75000 3093.75| 26.05000 3256.25| 28.00000 3500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0161 808-97027 286.400 m | 2.23000 638.67| 2.35000 673.04| 2.50000 716.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 200 mm | | | 0162 801-94295 6.000 EACH| 100.00000 600.00| 105.26000 631.56| 125.00000 750.00 SIGNAL HEAD, RELOCATE | | | 0163 202-78515 LUMP| 500.00000 500.00| 526.30000 526.30| 575.00000 575.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0164 202-02241 1200.000 m | 5.65000 6780.00| 5.95000 7140.00| 5.65000 6780.00 GUARDRAIL, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 330 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,716,450.67 ROUTE : CALL ORDER : 330 CONTRACT ID : B -26715-A COUNTIES : HAMILTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1128289 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 202-86946 3.000 EACH| 225.00000 675.00| 236.84000 710.52| 275.00000 825.00 HANDHOLE, REMOVE | | | SECTION TOTALS | $ 6,873,000.00| $ 7,112,540.00| $ 7,931,899.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,873,000.00| $ 7,112,540.00| $ 7,931,899.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,001,505.10 ROUTE : US 35 CALL ORDER : 340 CONTRACT ID : B -26725-A COUNTIES : DELAWARE LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4318006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,037,428.80 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 1,067,277.80 102.8772% 3 35-1058755 BAKER & SCHULTZ, INC. $ 1,137,931.34 109.6876% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1058755 |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 3000.00000 18000.00| 2360.00000 14160.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50250.00000 50250.00| 50000.00000 50000.00| 61000.00000 61000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 14000.00000 14000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2970.000 m2 | 3.50000 10395.00| 10.00000 29700.00| 6.55000 19453.50 PAVEMENT, REMOVE | | | 0006 202-02241 148.900 m | 12.00000 1786.80| 10.00000 1489.00| 10.00000 1489.00 GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 42500.00000 42500.00| 25000.00000 25000.00| 19700.00000 19700.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 202.000 m2 | 8.00000 1616.00| 10.00000 2020.00| 10.00000 2020.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 5181.000 m3 | 16.00000 82896.00| 12.50000 64762.50| 7.01000 36318.81 EXCAVATION, COMMON | | | 0010 203-02070 4411.000 m3 | 17.50000 77192.50| 15.00000 66165.00| 18.66000 82309.26 BORROW | | | 0011 205-06931 20.700 Mg | 35.00000 724.50| 25.00000 517.50| 73.88000 1529.32 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 24.000 m | 35.00000 840.00| 10.00000 240.00| 31.56000 757.44 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 586.000 m | 6.00000 3516.00| 3.00000 1758.00| 3.76000 2203.36 TEMPORARY SILT FENCE | | | 0014 207-07500 2172.000 m2 | 7.50000 16290.00| 10.00000 21720.00| 4.46000 9687.12 SUBGRADE TREATMENT, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,001,505.10 ROUTE : US 35 CALL ORDER : 340 CONTRACT ID : B -26725-A COUNTIES : DELAWARE LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1058755 |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-07503 853.000 m2 | 9.50000 8103.50| 4.00000 3412.00| 2.27000 1936.31 SUBGRADE TREATMENT, TYPE E | | | 0016 211-07454 294.500 m3 | 30.00000 8835.00| 28.00000 8246.00| 29.00000 8540.50 STRUCTURE BACKFILL | | | 0017 213-52830 327.600 m3 | 120.00000 39312.00| 100.00000 32760.00| 76.00000 24897.60 FLOWABLE MORTAR | | | 0018 301-07448 3285.000 Mg | 21.75000 71448.75| 17.00000 55845.00| 17.20000 56502.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-06264 LUMP| 1500.00000 1500.00| 700.00000 700.00| 600.00000 600.00 PROFILOGRAPH, HMA | | | 0020 401-07322 260.600 Mg | 55.00000 14333.00| 61.60000 16052.96| 56.00000 14593.60 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0021 401-07392 374.300 Mg | 50.00000 18715.00| 44.00000 16469.20| 40.00000 14972.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0022 401-07408 1804.000 Mg | 43.00000 77572.00| 36.85000 66477.40| 33.50000 60434.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0023 402-07432 468.300 Mg | 50.00000 23415.00| 60.50000 28332.15| 55.00000 25756.50 HMA SURFACE, TYPE A | | | 0024 402-07435 1139.400 Mg | 44.00000 50133.60| 38.50000 43866.90| 35.00000 39879.00 HMA INTERMEDIATE, TYPE A | | | 0025 402-07440 550.300 Mg | 37.50000 20636.25| 40.70000 22397.21| 37.00000 20361.10 HMA BASE, TYPE A | | | 0026 405-05517 3.440 Mg | 440.00000 1513.60| 550.00000 1892.00| 500.00000 1720.00 ASPHALT FOR PRIME COAT | | | 0027 406-05520 5.200 Mg | 275.00000 1430.00| 176.00000 915.20| 160.00000 832.00 ASPHALT FOR TACK COAT | | | 0028 601-02800 4.000 EACH| 1000.00000 4000.00| 962.00000 3848.00| 875.00000 3500.00 GUARDRAIL TRANSITION, TGT | | | 0029 601-94689 4.000 EACH| 2250.00000 9000.00| 1980.00000 7920.00| 1800.00000 7200.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97080 4.000 EACH| 2000.00000 8000.00| 1980.00000 7920.00| 1805.00000 7220.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 241.900 m | 33.00000 7982.70| 32.00000 7740.80| 29.25000 7075.58 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 610-07487 33.500 Mg | 55.00000 1842.50| 55.00000 1842.50| 50.00000 1675.00 HMA FOR APPROACHES, TYPE B | | | 0033 611-06497 1.000 EACH| 180.00000 180.00| 192.50000 192.50| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 14.000 EACH| 110.00000 1540.00| 121.00000 1694.00| 110.00000 1540.00 RIGHT OF WAY MARKER | | | 0035 616-02320 236.000 m2 | 3.00000 708.00| 4.00000 944.00| 2.75000 649.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,001,505.10 ROUTE : US 35 CALL ORDER : 340 CONTRACT ID : B -26725-A COUNTIES : DELAWARE LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1058755 |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 616-06405 427.400 Mg | 25.00000 10685.00| 22.00000 9402.80| 25.00000 10685.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 750.00000 1500.00| 825.00000 1650.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01597 40.400 m2 | 2.50000 101.00| 8.80000 355.52| 7.96000 321.58 EROSION CONTROL, MAT | | | 0039 621-01660 1686.000 m2 | 0.45000 758.70| 0.52000 876.72| 0.46000 775.56 MULCHED SEEDING, LEGUME, 2 | | | 0040 621-06545 0.200 Mg | 400.00000 80.00| 700.00000 140.00| 624.00000 124.80 FERTILIZER | | | 0041 621-06548 9.700 kg | 75.00000 727.50| 61.00000 591.70| 55.00000 533.50 SEED MIXTURE, CV | | | 0042 621-06557 46.200 kg | 5.00000 231.00| 20.00000 924.00| 17.90000 826.98 SEED MIXTURE, T | | | 0043 621-06559 8647.000 m2 | 0.50000 4323.50| 0.44000 3804.68| 0.40000 3458.80 MULCHED SEEDING, R | | | 0044 621-06565 2.300 Mg | 600.00000 1380.00| 525.00000 1207.50| 476.00000 1094.80 MULCHING MATERIAL | | | 0045 621-06567 6.100 kL | 1.00000 6.10| 1.10000 6.71| 1.00000 6.10 WATER | | | 0046 621-06574 282.000 m2 | 8.50000 2397.00| 10.75000 3031.50| 9.78000 2757.96 SODDING | | | 0047 621-52448 4.000 EACH| 35.00000 140.00| 27.50000 110.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0048 622-52436 2.000 EACH| 35.00000 70.00| 27.50000 55.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 80.000 EACH| 10.00000 800.00| 10.50000 840.00| 9.50000 760.00 SEEDLING | | | 0050 622-98200 4.000 EACH| 35.00000 140.00| 27.50000 110.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0051 706-06347 18.000 m | 375.00000 6750.00| 385.00000 6930.00| 350.00000 6300.00 RAILING, CF-1 | | | 0052 713-51335 LUMP| 145000.00000 145000.00| 200000.00000 200000.00| 270000.00000 270000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0053 713-99365 122.000 m | 20.00000 2440.00| 19.60000 2391.20| 17.80000 2171.60 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0054 715-02628 2.000 EACH| 475.00000 950.00| 400.00000 800.00| 362.69000 725.38 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0055 715-02630 2.000 EACH| 800.00000 1600.00| 750.00000 1500.00| 625.22000 1250.44 SAFETY METAL END SECTION, 6:1, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,001,505.10 ROUTE : US 35 CALL ORDER : 340 CONTRACT ID : B -26725-A COUNTIES : DELAWARE LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1058755 |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05048 30.000 m | 10.00000 300.00| 15.00000 450.00| 26.39000 791.70 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0057 715-05049 30.000 m | 20.00000 600.00| 18.00000 540.00| 34.38000 1031.40 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0058 715-05051 30.000 m | 20.00000 600.00| 21.00000 630.00| 41.79000 1253.70 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0059 715-05168 15.000 m | 60.00000 900.00| 80.00000 1200.00| 94.93000 1423.95 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0060 715-05169 12.000 m | 75.00000 900.00| 85.00000 1020.00| 101.89000 1222.68 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05173 48.000 m | 125.00000 6000.00| 120.00000 5760.00| 122.99000 5903.52 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0062 723-06660 107.800 m2 | 290.00000 31262.00| 500.00000 53900.00| 545.00000 58751.00 WINGWALL | | | 0063 723-07610 15.000 m | 5775.00000 86625.00| 6500.00000 97500.00| 10520.00000 157800.00 STRUCTURE, PRECAST 3-SIDED, 8530 mm X | | | 4000 mm | | | 0064 801-04308 2.000 EACH| 400.00000 800.00| 390.50000 781.00| 355.00000 710.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06203 1818.000 m | 0.75000 1363.50| 0.62000 1127.16| 0.56000 1018.08 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0066 801-06207 2212.000 m | 3.00000 6636.00| 3.06000 6768.72| 2.78000 6149.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0067 801-06640 18.000 EACH| 125.00000 2250.00| 104.50000 1881.00| 95.00000 1710.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 12.000 EACH| 40.00000 480.00| 44.00000 528.00| 40.00000 480.00 CONSTRUCTION SIGN, B | | | 0069 801-06649 56.000 EACH| 12.00000 672.00| 12.10000 677.60| 11.00000 616.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0070 801-06775 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 9500.00000 9500.00 MAINTAINING TRAFFIC | | | 0071 801-07118 36.000 m | 33.50000 1206.00| 31.57000 1136.52| 28.70000 1033.20 BARRICADE, III-A | | | 0072 802-76055 18.900 m | 22.00000 415.80| 21.45000 405.40| 19.50000 368.55 SIGN POST, A | | | 0073 802-96915 LUMP| 300.00000 300.00| 319.00000 319.00| 290.00000 290.00 SIGN, RELOCATE | | | 0074 804-06725 12.000 EACH| 17.50000 210.00| 18.70000 224.40| 17.00000 204.00 DELINEATOR WITH POST, D1, 75 mm | | | 0075 804-06740 108.000 EACH| 14.50000 1566.00| 19.80000 2138.40| 18.00000 1944.00 DELINEATOR WITH POST, D2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,001,505.10 ROUTE : US 35 CALL ORDER : 340 CONTRACT ID : B -26725-A COUNTIES : DELAWARE LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1058755 |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-06716 240.000 m | 2.00000 480.00| 1.63000 391.20| 1.48000 355.20 LINE, REMOVE | | | 0078 808-75240 100.000 m | 1.75000 175.00| 1.49000 149.00| 1.35000 135.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0079 808-75998 25.000 EACH| 40.00000 1000.00| 41.25000 1031.25| 37.50000 937.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0080 808-06703 800.000 m | 2.75000 2200.00| 1.44000 1152.00| 1.31000 1048.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | SECTION TOTALS | $ 1,037,428.80| $ 1,067,277.80| $ 1,137,931.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,037,428.80| $ 1,067,277.80| $ 1,137,931.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 344 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 129,062.92 ROUTE : 70 CALL ORDER : 344 CONTRACT ID : B -26856-B COUNTIES : HANCOCK HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0705123 0705123 0705123 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 124,412.50 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 125,490.00 100.8660% ==================================================================================================================================== |(1) 35-2070195 |(2) 35-1917625 | |ALPHA EXCAVATING & LANDSCAPI|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE SCOUR PROTECTION | | | 0001 110-01001 LUMP| 8400.00000 8400.00| 6200.00000 6200.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 616-02320 2345.000 SYS | 2.50000 5862.50| 1.00000 2345.00| GEOTEXTILES | | | 0003 616-05688 2900.000 TON | 36.00000 104400.00| 35.90000 104110.00| RIPRAP, CLASS 1 | | | 0004 616-93766 42.000 SYS | 25.00000 1050.00| 40.00000 1680.00| BREAKING CONCRETE SLOPEWALL | | | 0005 801-06640 10.000 EACH| 150.00000 1500.00| 80.00000 800.00| CONSTRUCTION SIGN, A | | | 0006 801-06645 4.000 EACH| 50.00000 200.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0007 801-06775 LUMP| 3000.00000 3000.00| 10155.00000 10155.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 124,412.50| $ 125,490.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 124,412.50| $ 125,490.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 348 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 639,462.99 ROUTE : 700N. CALL ORDER : 348 CONTRACT ID : B -26877-B COUNTIES : NEWTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/12/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9956016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 628,381.86 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 638,814.31 101.6602% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1582109 | |WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT, BRIDGE REPAIR, NEWTON CO. 57 | | | 0001 105-06845 LUMP| 7000.00000 7000.00| 10500.00000 10500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2400.00000 24000.00| 3700.00000 37000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 27000.00000 27000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 5500.00000 5500.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 23.681 m | 30.00000 710.43| 26.00000 615.71| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 45000.00000 45000.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 150.000 m2 | 25.00000 3750.00| 8.80000 1320.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 71.330 m3 | 20.00000 1426.60| 16.00000 1141.28| EXCAVATION, COMMON | | | 0009 203-90014 0.054 STA | 40000.00000 2160.00| 9000.00000 486.00| LINEAR GRADING | | | 0010 205-06937 130.000 m | 13.00000 1690.00| 10.38000 1349.40| TEMPORARY SILT FENCE | | | 0011 303-04075 19.108 Mg | 24.00000 458.59| 25.00000 477.70| COMPACTED AGGREGATE, O, 73 | | | 0012 402-07450 24.153 Mg | 400.00000 9661.20| 248.97000 6013.37| HMA, TYPE A, WEDGE AND LEVEL | | | 0013 406-05521 268.360 m2 | 0.15000 40.25| 0.10000 26.84| ASPHALT FOR TACK COAT | | | 0014 601-01128 4.000 EACH| 1408.00000 5632.00| 1225.00000 4900.00| GUARDRAIL TRANSITION TYPE WGB MODIFIED | | | 0015 601-01846 1.000 EACH| 1950.00000 1950.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 348 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 639,462.99 ROUTE : 700N. CALL ORDER : 348 CONTRACT ID : B -26877-B COUNTIES : NEWTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1582109 | |WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-05586 1.000 EACH| 2346.00000 2346.00| 2040.00000 2040.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0017 601-06037 2.000 EACH| 862.50000 1725.00| 750.00000 1500.00| GUARDRAIL END TREATMENT, I | | | 0018 601-99105 45.720 m | 41.50000 1897.38| 36.00000 1645.92| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 615-97797 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| PLAQUE, BRONZE | | | 0020 619-05926 LUMP| 4500.00000 4500.00| 1000.00000 1000.00| ENVIRONMENTAL CONTROL | | | 0021 619-51859 LUMP| 23000.00000 23000.00| 15000.00000 15000.00| PAINT STEEL BRIDGE | | | 0022 619-61000 LUMP| 28000.00000 28000.00| 20500.00000 20500.00| CLEAN STEEL BRIDGE | | | 0023 621-01004 1.000 EACH| 500.00000 500.00| 350.00000 350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 320.000 m2 | 3.65000 1168.00| 3.02000 966.40| MULCHED SEEDING, R | | | 0025 621-06564 320.000 m2 | 3.70000 1184.00| 3.10000 992.00| MULCHED SEEDING, CV | | | 0026 702-51863 320.000 EACH| 30.00000 9600.00| 11.25000 3600.00| FIELD DRILLED HOLE IN CONCRETE | | | 0027 702-90915 87.300 m3 | 660.00000 57618.00| 630.00000 54999.00| CONCRETE, A | | | 0028 703-51030 2928.000 kg | 4.32000 12648.96| 1.88000 5504.64| REINFORCING STEEL | | | 0029 706-03705 51.210 m | 527.24000 26999.96| 930.00000 47625.30| BRIDGE RAIL | | | 0030 708-51813 188.000 m2 | 550.00000 103400.00| 490.00000 92120.00| PNEUMATICALLY PLACED MORTAR | | | 0031 708-51814 188.000 m2 | 50.00000 9400.00| 30.00000 5640.00| WELDED STEEL WIRE FABRIC | | | 0032 709-51821 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| SURFACE SEAL | | | 0033 711-05396 LUMP| 40000.00000 40000.00| 43650.00000 43650.00| REPLACE BRIDGE DECK | | | 0034 711-51035 14851.000 kg | 9.00000 133659.00| 14.00000 207914.00| STRUCTURAL STEEL | | | 0035 711-51876 LUMP| 24000.00000 24000.00| 5000.00000 5000.00| JACKING AND SUPPORTING TRUSSES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 348 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 639,462.99 ROUTE : 700N. CALL ORDER : 348 CONTRACT ID : B -26877-B COUNTIES : NEWTON LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1582109 | |WIRTZ & YATES, INC. |KANKAKEE VALLEY CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-04308 4.000 EACH| 700.00000 2800.00| 300.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06640 2.000 EACH| 200.00000 400.00| 200.00000 400.00| CONSTRUCTION SIGN, A | | | 0038 801-07118 14.400 m | 50.00000 720.00| 50.00000 720.00| BARRICADE, III-A | | | 0039 801-07119 14.400 m | 55.00000 792.00| 55.00000 792.00| BARRICADE, III-B | | | 0040 802-05701 13.450 m | 100.00000 1345.00| 35.00000 470.75| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0041 802-76025 1.463 m2 | 338.00000 494.49| 49.90000 73.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0042 802-76035 1.620 m2 | 250.00000 405.00| 50.00000 81.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | SECTION TOTALS | $ 628,381.86| $ 638,814.31| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 628,381.86| $ 638,814.31| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/20/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : H237002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,487,536.22 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 1,720,680.00 115.6731% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,936,246.44 130.1646% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 2,046,090.44 137.5489% ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 80000.00000 80000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1000.00000 9000.00| 1650.00000 14850.00| 1600.00000 14400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 72000.00000 72000.00| 88000.00000 88000.00| 130000.00000 130000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16000.00000 16000.00| 17500.00000 17500.00| 24000.00000 24000.00 CLEARING RIGHT OF WAY | | | 0005 202-03135 17.000 m2 | 200.00000 3400.00| 365.00000 6205.00| 180.00000 3060.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0006 202-51330 LUMP| 69000.00000 69000.00| 125000.00000 125000.00| 225000.00000 225000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 592.300 m2 | 1.81000 1072.06| 5.52000 3269.50| 5.75000 3405.73 SURFACE MILLING, ASPHALT | | | 0008 203-02000 28150.000 m3 | 7.45000 209717.50| 7.00000 197050.00| 7.25000 204087.50 EXCAVATION, COMMON | | | 0009 203-02070 4640.000 m3 | 9.28000 43059.20| 0.01000 46.40| 7.25000 33640.00 BORROW | | | 0010 205-06931 36.000 Mg | 78.84000 2838.24| 41.83000 1505.88| 65.00000 2340.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 350.000 m | 6.25000 2187.50| 6.25000 2187.50| 6.25000 2187.50 TEMPORARY SILT FENCE | | | 0012 207-07503 2985.000 m2 | 1.00000 2985.00| 2.50000 7462.50| 0.60000 1791.00 SUBGRADE TREATMENT, TYPE E | | | 0013 211-06467 27.400 m3 | 51.72000 1417.13| 54.04000 1480.70| 90.00000 2466.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-07454 560.000 m3 | 1.00000 560.00| 27.70000 15512.00| 8.00000 4480.00 STRUCTURE BACKFILL | | | 0015 301-07448 3423.000 Mg | 20.84000 71335.32| 14.50000 49633.50| 20.00000 68460.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-01180 255.000 Mg | 20.87000 5321.85| 25.00000 6375.00| 26.00000 6630.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 303-07449 1043.000 Mg | 24.92000 25991.56| 15.00000 15645.00| 21.00000 21903.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 401-07321 713.000 Mg | 41.00000 29233.00| 43.00000 30659.00| 41.00000 29233.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07390 1154.000 Mg | 34.40000 39697.60| 37.00000 42698.00| 34.40000 39697.60 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0020 401-07407 2770.000 Mg | 34.50000 95565.00| 36.00000 99720.00| 34.50000 95565.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0021 405-05517 12.200 Mg | 300.00000 3660.00| 300.00000 3660.00| 300.00000 3660.00 ASPHALT FOR PRIME COAT | | | 0022 406-05520 4.300 Mg | 300.00000 1290.00| 300.00000 1290.00| 300.00000 1290.00 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1325.00000 5300.00| 1325.00000 5300.00| 1325.00000 5300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-94689 4.000 EACH| 1950.00000 7800.00| 1950.00000 7800.00| 1950.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 850.00000 850.00| 850.00000 850.00| 850.00000 850.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 318.135 m | 31.50000 10021.25| 31.50000 10021.25| 31.50000 10021.25 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 8.000 EACH| 6.00000 48.00| 6.00000 48.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0028 605-52807 170.000 m | 40.31000 6852.70| 66.50000 11305.00| 30.00000 5100.00 CURB AND GUTTER, COMBINED | | | 0030 610-06257 239.000 m2 | 46.25000 11053.75| 49.00000 11711.00| 30.00000 7170.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 4.000 EACH| 129.00000 516.00| 250.00000 1000.00| 175.00000 700.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 616-02320 397.000 m2 | 2.20000 873.40| 2.00000 794.00| 4.00000 1588.00 GEOTEXTILES | | | 0033 616-05688 122.500 Mg | 55.00000 6737.50| 52.00000 6370.00| 35.00000 4287.50 RIPRAP, CLASS 1 | | | 0034 616-06405 107.100 Mg | 40.00000 4284.00| 35.00000 3748.50| 45.00000 4819.50 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-51367 566.400 m2 | 41.58000 23550.91| 68.00000 38515.20| 60.00000 33984.00 SLOPEWALL, CONCRETE, 100 mm | | | 0036 616-93772 4.000 EACH| 1.80000 7.20| 153.33000 613.32| 250.00000 1000.00 INSPECTION HOLE | | | 0037 621-01004 2.000 EACH| 875.00000 1750.00| 875.00000 1750.00| 875.00000 1750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 3080.000 m2 | 2.12000 6529.60| 3.00000 9240.00| 2.12000 6529.60 EROSION CONTROL BLANKET | | | 0039 621-06545 2.400 Mg | 643.00000 1543.20| 700.00000 1680.00| 643.00000 1543.20 FERTILIZER | | | 0040 621-06548 22.000 kg | 55.00000 1210.00| 60.00000 1320.00| 55.00000 1210.00 SEED MIXTURE, CV | | | 0041 621-06553 492.000 kg | 6.77000 3330.84| 8.00000 3936.00| 6.77000 3330.84 SEED MIXTURE, R | | | 0042 621-06565 11.700 Mg | 491.00000 5744.70| 500.00000 5850.00| 491.00000 5744.70 MULCHING MATERIAL | | | 0043 621-06567 12.800 kL | 1.00000 12.80| 1.00000 12.80| 1.00000 12.80 WATER | | | 0044 621-06574 7090.000 m2 | 4.20000 29778.00| 5.00000 35450.00| 4.20000 29778.00 SODDING | | | 0045 701-01849 218.500 m | 95.00000 20757.50| 120.00000 26220.00| 115.00000 25127.50 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0046 701-96089 752.000 m | 105.00000 78960.00| 89.00000 66928.00| 85.00000 63920.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0047 702-51015 58.400 m3 | 263.52000 15389.57| 550.00000 32120.00| 300.00000 17520.00 CONCRETE, B, FOOTINGS | | | 0048 702-51110 585.000 kg | 4.30000 2515.50| 5.00000 2925.00| 4.00000 2340.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 702-61005 LUMP| 1030.90000 1030.90| 300.00000 300.00| 500.00000 500.00 EXTENSION OF CAST IRON DRAIN | | | 0050 702-90915 159.600 m3 | 315.65000 50377.74| 450.00000 71820.00| 575.00000 91770.00 CONCRETE, A | | | 0051 703-51030 12242.000 kg | 1.16000 14200.72| 0.96000 11752.32| 1.06000 12976.52 REINFORCING STEEL | | | 0052 703-51032 47127.000 kg | 1.36000 64092.72| 1.14000 53724.78| 1.23000 57966.21 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 247.700 m3 | 518.20000 128358.14| 800.00000 198160.00| 575.00000 142427.50 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 706-05732 4.000 EACH| 1495.47000 5981.88| 1300.00000 5200.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 29.300 m3 | 425.80000 12475.94| 850.00000 24905.00| 385.85000 11305.41 CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 6200.00000 6200.00| 10000.00000 10000.00| 7080.00000 7080.00 SURFACE SEAL | | | 0058 715-05121 46.000 m | 88.64000 4077.44| 75.00000 3450.00| 60.00000 2760.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0059 715-05125 60.500 m | 152.56000 9229.88| 140.00000 8470.00| 125.00000 7562.50 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0060 715-05149 54.100 m | 67.69000 3662.03| 55.00000 2975.50| 55.00000 2975.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0061 715-05169 18.000 m | 75.61000 1360.98| 79.00000 1422.00| 110.00000 1980.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05407 42.000 m | 44.35000 1862.70| 11.00000 462.00| 9.00000 378.00 PIPE, END BENT DRAIN, 150 mm | | | 0063 715-07565 3.000 EACH| 832.18000 2496.54| 700.00000 2100.00| 550.00000 1650.00 PIPE END SECTION, MIN. AREA 0.47 m2 | | | 0064 715-07566 30.500 m | 205.30000 6261.65| 225.00000 6862.50| 220.00000 6710.00 PIPE, RCHEP, CLASS HE-A, D0.3=30, MIN. | | | AREA 0.47 m2 | | | 0065 715-07780 1.000 EACH| 1693.69000 1693.69| 1600.00000 1600.00| 1500.00000 1500.00 SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.47 m2 | | | 0066 715-46000 4.000 EACH| 215.22000 860.88| 190.00000 760.00| 195.00000 780.00 PIPE END SECTION, 300 mm | | | 0067 715-46005 4.000 EACH| 228.88000 915.52| 200.00000 800.00| 200.00000 800.00 PIPE END SECTION, 375 mm | | | 0068 715-46010 2.000 EACH| 248.47000 496.94| 225.00000 450.00| 225.00000 450.00 PIPE END SECTION, 450 mm | | | 0069 715-46030 2.000 EACH| 497.64000 995.28| 425.00000 850.00| 375.00000 750.00 PIPE END SECTION, 750 mm | | | 0070 715-94530 1.000 EACH| 194.22000 194.22| 500.00000 500.00| 1000.00000 1000.00 ADJUST WATER VALVE TO GRADE | | | 0071 720-44000 2.000 EACH| 241.25000 482.50| 800.00000 1600.00| 300.00000 600.00 CASTING, ADJUST TO GRADE | | | 0072 720-45025 2.000 EACH| 1660.02000 3320.04| 2000.00000 4000.00| 1000.00000 2000.00 INLET, D6 | | | 0073 720-45410 1.000 EACH| 3365.18000 3365.18| 2200.00000 2200.00| 1000.00000 1000.00 MANHOLE, C4 | | | 0074 720-97008 1.000 EACH| 291.78000 291.78| 1500.00000 1500.00| 1000.00000 1000.00 FIRE HYDRANT ASSEMBLY, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 726-93267 5.000 EACH| 1093.04000 5465.20| 900.00000 4500.00| 716.00000 3580.00 BEARING ASSEMBLY, A | | | 0076 726-93268 5.000 EACH| 507.61000 2538.05| 750.00000 3750.00| 620.00000 3100.00 BEARING ASSEMBLY, B | | | 0077 728-98377 LUMP| 3450.00000 3450.00| 6000.00000 6000.00| 3600.00000 3600.00 MASONRY COATING | | | 0078 801-04308 10.000 EACH| 189.00000 1890.00| 250.00000 2500.00| 275.00000 2750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0079 801-06625 42.000 EACH| 68.00000 2856.00| 80.00000 3360.00| 85.00000 3570.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0080 801-06640 10.000 EACH| 89.00000 890.00| 95.00000 950.00| 95.00000 950.00 CONSTRUCTION SIGN, A | | | 0081 801-06775 LUMP| 4000.00000 4000.00| 26283.75000 26283.75| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0082 801-07119 51.000 m | 33.00000 1683.00| 33.00000 1683.00| 40.00000 2040.00 BARRICADE, III-B | | | 0083 802-05701 21.000 m | 23.00000 483.00| 23.00000 483.00| 50.60000 1062.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-05702 4.800 m | 20.00000 96.00| 20.00000 96.00| 30.10000 144.48 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 3.000 m2 | 150.00000 450.00| 150.00000 450.00| 266.00000 798.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 3.600 m2 | 156.00000 561.60| 156.00000 561.60| 185.00000 666.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 804-06770 2.000 EACH| 10.00000 20.00| 10.00000 20.00| 20.00000 40.00 DELINEATOR POST | | | 0088 808-03631 142.000 m | 6.80000 965.60| 10.30000 1462.60| 10.30000 1462.60 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0089 808-03632 142.000 m | 6.80000 965.60| 10.30000 1462.60| 10.30000 1462.60 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0090 808-06703 2107.000 m | 1.50000 3160.50| 1.10000 2317.70| 1.10000 2317.70 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0091 808-75245 1866.000 m | 1.50000 2799.00| 1.10000 2052.60| 1.10000 2052.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0092 808-75297 20.000 m | 9.50000 190.00| 29.25000 585.00| 29.25000 585.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 711-51038 LUMP| 159000.00000 159000.00| 195000.00000 195000.00| 253900.00000 253900.00 STRUCTURAL STEEL | | | 0094 610-07486 184.000 Mg | 60.00000 11040.00| 60.00000 11040.00| 60.00000 11040.00 HMA FOR APPROACHES, TYPE A | | | SECTION TOTALS | $ 1,487,536.22| $ 1,720,680.00| $ 1,936,246.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,487,536.22| $ 1,720,680.00| $ 1,936,246.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 7500.00000 7500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1690.79000 15217.11| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 102356.00000 102356.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 56235.61000 56235.61| | CLEARING RIGHT OF WAY | | | 0005 202-03135 17.000 m2 | 365.00000 6205.00| | REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0006 202-51330 LUMP| 173823.00000 173823.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 592.300 m2 | 3.80000 2250.74| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 28150.000 m3 | 10.27000 289100.50| | EXCAVATION, COMMON | | | 0009 203-02070 4640.000 m3 | 18.79000 87185.60| | BORROW | | | 0010 205-06931 36.000 Mg | 59.70000 2149.20| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 350.000 m | 6.25000 2187.50| | TEMPORARY SILT FENCE | | | 0012 207-07503 2985.000 m2 | 5.84000 17432.40| | SUBGRADE TREATMENT, TYPE E | | | 0013 211-06467 27.400 m3 | 64.55000 1768.67| | AGGREGATE FOR END BENT BACKFILL | | | 0014 211-07454 560.000 m3 | 34.18000 19140.80| | STRUCTURE BACKFILL | | | 0015 301-07448 3423.000 Mg | 19.56000 66953.88| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-01180 255.000 Mg | 41.30000 10531.50| | COMPACTED AGGREGATE, NO. 53 | | | 0017 303-07449 1043.000 Mg | 21.12000 22028.16| | COMPACTED AGGREGATE, NO. 73 | | | 0018 401-07321 713.000 Mg | 41.00000 29233.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07390 1154.000 Mg | 34.40000 39697.60| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 401-07407 2770.000 Mg | 34.50000 95565.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0021 405-05517 12.200 Mg | 300.00000 3660.00| | ASPHALT FOR PRIME COAT | | | 0022 406-05520 4.300 Mg | 300.00000 1290.00| | ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1325.00000 5300.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-94689 4.000 EACH| 1950.00000 7800.00| | GUARDRAIL END TREATMENT, OS | | | 0025 601-97774 1.000 EACH| 850.00000 850.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0026 601-99105 318.135 m | 31.50000 10021.25| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 8.000 EACH| 6.00000 48.00| | BARRIER DELINEATOR | | | 0028 605-52807 170.000 m | 131.81000 22407.70| | CURB AND GUTTER, COMBINED | | | 0030 610-06257 239.000 m2 | 66.94000 15998.66| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0031 611-06497 4.000 EACH| 129.00000 516.00| | MAILBOX ASSEMBLY, SINGLE | | | 0032 616-02320 397.000 m2 | 2.49000 988.53| | GEOTEXTILES | | | 0033 616-05688 122.500 Mg | 55.14000 6754.65| | RIPRAP, CLASS 1 | | | 0034 616-06405 107.100 Mg | 84.23000 9021.03| | RIPRAP, REVETMENT | | | 0035 616-51367 566.400 m2 | 78.84000 44654.98| | SLOPEWALL, CONCRETE, 100 mm | | | 0036 616-93772 4.000 EACH| 34.23000 136.92| | INSPECTION HOLE | | | 0037 621-01004 2.000 EACH| 875.00000 1750.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02770 3080.000 m2 | 2.12000 6529.60| | EROSION CONTROL BLANKET | | | 0039 621-06545 2.400 Mg | 643.00000 1543.20| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06548 22.000 kg | 55.00000 1210.00| | SEED MIXTURE, CV | | | 0041 621-06553 492.000 kg | 6.77000 3330.84| | SEED MIXTURE, R | | | 0042 621-06565 11.700 Mg | 491.00000 5744.70| | MULCHING MATERIAL | | | 0043 621-06567 12.800 kL | 1.00000 12.80| | WATER | | | 0044 621-06574 7090.000 m2 | 4.20000 29778.00| | SODDING | | | 0045 701-01849 218.500 m | 127.35000 27825.98| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0046 701-96089 752.000 m | 111.52000 83863.04| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0047 702-51015 58.400 m3 | 1144.18000 66820.11| | CONCRETE, B, FOOTINGS | | | 0048 702-51110 585.000 kg | 9.84000 5756.40| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 702-61005 LUMP| 1563.65000 1563.65| | EXTENSION OF CAST IRON DRAIN | | | 0050 702-90915 159.600 m3 | 630.69000 100658.12| | CONCRETE, A | | | 0051 703-51030 12242.000 kg | 1.10000 13466.20| | REINFORCING STEEL | | | 0052 703-51032 47127.000 kg | 1.15000 54196.05| | REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 247.700 m3 | 698.70000 173067.99| | CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 29.300 m3 | 575.00000 16847.50| | CONCRETE, C, RAILING | | | 0056 709-51821 LUMP| 7067.01000 7067.01| | SURFACE SEAL | | | 0058 715-05121 46.000 m | 86.03000 3957.38| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0059 715-05125 60.500 m | 236.48000 14307.04| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0060 715-05149 54.100 m | 110.80000 5994.28| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 715-05169 18.000 m | 112.48000 2024.64| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05407 42.000 m | 42.23000 1773.66| | PIPE, END BENT DRAIN, 150 mm | | | 0063 715-07565 3.000 EACH| 1156.80000 3470.40| | PIPE END SECTION, MIN. AREA 0.47 m2 | | | 0064 715-07566 30.500 m | 330.43000 10078.12| | PIPE, RCHEP, CLASS HE-A, D0.3=30, MIN. | | | AREA 0.47 m2 | | | 0065 715-07780 1.000 EACH| 2550.11000 2550.11| | SAFETY METAL END SECTION, 4:1, MIN. | | | AREA 0.47 m2 | | | 0066 715-46000 4.000 EACH| 605.32000 2421.28| | PIPE END SECTION, 300 mm | | | 0067 715-46005 4.000 EACH| 616.13000 2464.52| | PIPE END SECTION, 375 mm | | | 0068 715-46010 2.000 EACH| 631.65000 1263.30| | PIPE END SECTION, 450 mm | | | 0069 715-46030 2.000 EACH| 1526.96000 3053.92| | PIPE END SECTION, 750 mm | | | 0070 715-94530 1.000 EACH| 597.75000 597.75| | ADJUST WATER VALVE TO GRADE | | | 0071 720-44000 2.000 EACH| 2997.73000 5995.46| | CASTING, ADJUST TO GRADE | | | 0072 720-45025 2.000 EACH| 2740.83000 5481.66| | INLET, D6 | | | 0073 720-45410 1.000 EACH| 1876.23000 1876.23| | MANHOLE, C4 | | | 0074 720-97008 1.000 EACH| 3034.51000 3034.51| | FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0075 726-93267 5.000 EACH| 1023.50000 5117.50| | BEARING ASSEMBLY, A | | | 0076 726-93268 5.000 EACH| 903.50000 4517.50| | BEARING ASSEMBLY, B | | | 0077 728-98377 LUMP| 5000.00000 5000.00| | MASONRY COATING | | | 0078 801-04308 10.000 EACH| 189.00000 1890.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0079 801-06625 42.000 EACH| 68.00000 2856.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0080 801-06640 10.000 EACH| 89.00000 890.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 350 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,342,005.22 ROUTE : FAIL ROAD CALL ORDER : 350 CONTRACT ID : B -26897-A COUNTIES : LAPORTE LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06775 LUMP| 5477.45000 5477.45| | MAINTAINING TRAFFIC | | | 0082 801-07119 51.000 m | 33.00000 1683.00| | BARRICADE, III-B | | | 0083 802-05701 21.000 m | 23.00000 483.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0084 802-05702 4.800 m | 20.00000 96.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 3.000 m2 | 150.00000 450.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 3.600 m2 | 156.00000 561.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 804-06770 2.000 EACH| 10.00000 20.00| | DELINEATOR POST | | | 0088 808-03631 142.000 m | 6.80000 965.60| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0089 808-03632 142.000 m | 6.80000 965.60| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0090 808-06703 2107.000 m | 1.50000 3160.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0091 808-75245 1866.000 m | 1.50000 2799.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0092 808-75297 20.000 m | 9.50000 190.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0093 711-51038 LUMP| 145743.25000 145743.25| | STRUCTURAL STEEL | | | 0094 610-07486 184.000 Mg | 60.00000 11040.00| | HMA FOR APPROACHES, TYPE A | | | SECTION TOTALS | $ 2,046,090.44| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,046,090.44| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,473.61 ROUTE : PARK RD CALL ORDER : 360 CONTRACT ID : B -26992-A COUNTIES : OWEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 62 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9960015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-1201949 INTECH CONTRACTING LLC $ 410,257.00 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 467,492.50 113.9511% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 505,800.00 123.2885% 4 35-1801998 CLR, INC. $ 591,926.80 144.2819% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 726,880.00 177.1767% ==================================================================================================================================== |(1) 61-1201949 |(2) 35-1111003 |(3) 35-1917625 |INTECH CONTRACTING LLC |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DNR PROPERTIES, BRIDGES | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 2200.00000 2200.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 750.00000 6000.00| 2000.00000 16000.00| 1500.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 11293.00000 11293.00| 22554.00000 22554.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 2000.00000 2000.00| 2400.00000 2400.00| 7500.00000 7500.00 CLEARING AND GRUBBING | | | 0005 203-02000 530.000 CYS | 25.00000 13250.00| 12.65000 6704.50| 10.50000 5565.00 EXCAVATION, COMMON | | | 0006 205-06937 600.000 LFT | 2.45000 1470.00| 2.60000 1560.00| 2.80000 1680.00 TEMPORARY SILT FENCE | | | 0007 210-05715 LUMP| 3500.00000 3500.00| 2200.00000 2200.00| 7820.00000 7820.00 EARTHWORK | | | 0008 210-05720 LUMP| 17664.00000 17664.00| 16128.00000 16128.00| 20000.00000 20000.00 REPOINTING , MASONRY | | | 0009 210-05721 LUMP| 4500.00000 4500.00| 15000.00000 15000.00| 10000.00000 10000.00 FIRE RETARDANT TREATMENT | | | 0010 210-05813 LUMP| 12000.00000 12000.00| 22100.00000 22100.00| 24500.00000 24500.00 PAINT , PAINTING | | | 0011 210-06738 LUMP| 1800.00000 1800.00| 11096.00000 11096.00| 2000.00000 2000.00 CLEAN UP GROUTING & PREPARATION | | | 0012 210-06739 LUMP| 7300.00000 7300.00| 4327.00000 4327.00| 6000.00000 6000.00 WOOD , WOODEN CURBS | | | 0013 210-06980 LUMP| 60000.00000 60000.00| 60900.00000 60900.00| 57000.00000 57000.00 MOVE BRIDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,473.61 ROUTE : PARK RD CALL ORDER : 360 CONTRACT ID : B -26992-A COUNTIES : OWEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1201949 |(2) 35-1111003 |(3) 35-1917625 |INTECH CONTRACTING LLC |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-07006 LUMP| 7164.50000 7164.50| 6636.00000 6636.00| 6800.00000 6800.00 RESET CAP STONES | | | 0015 210-07859 LUMP| 9000.00000 9000.00| 4809.00000 4809.00| 7000.00000 7000.00 WINDOW AWNINGS | | | 0016 210-07860 LUMP| 2400.00000 2400.00| 1110.00000 1110.00| 3000.00000 3000.00 BEARING TIMBERS | | | 0017 210-07861 200.000 CFT | 25.00000 5000.00| 79.00000 15800.00| 77.50000 15500.00 LOW PRESSURE GROUTING | | | 0018 210-07862 LUMP| 45195.00000 45195.00| 41265.00000 41265.00| 42000.00000 42000.00 DRY LAID STONE RETAINING WALLS | | | 0019 210-07863 LUMP| 2600.00000 2600.00| 5040.00000 5040.00| 600.00000 600.00 ACCESSIBLE PARKING DESIGNATION | | | 0020 211-07454 295.000 CYS | 35.00000 10325.00| 30.00000 8850.00| 35.00000 10325.00 STRUCTURE BACKFILL | | | 0021 301-07448 225.000 TON | 42.00000 9450.00| 16.60000 3735.00| 13.00000 2925.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 402-07432 30.000 TON | 150.00000 4500.00| 200.00000 6000.00| 150.00000 4500.00 HMA SURFACE, TYPE A | | | 0023 405-05518 295.000 SYS | 2.00000 590.00| 1.50000 442.50| 1.80000 531.00 ASPHALT FOR PRIME COAT | | | 0024 603-04741 LUMP| 12900.00000 12900.00| 9835.00000 9835.00| 9600.00000 9600.00 FENCE , REBUILD STONE AND WOOD | | | 0025 603-04741 LUMP| 3000.00000 3000.00| 3740.00000 3740.00| 3205.00000 3205.00 FENCE , WINGWALLS | | | 0026 605-04742 LUMP| 22689.50000 22689.50| 20717.00000 20717.00| 22000.00000 22000.00 WALL , MUD | | | 0027 616-02320 230.000 SYS | 4.50000 1035.00| 2.30000 529.00| 3.50000 805.00 GEOTEXTILES | | | 0028 616-02320 1275.000 SYS | 4.50000 5737.50| 1.50000 1912.50| 1.75000 2231.25 GEOTEXTILES FOR EMBANKMENT REINFORCEMENT| | | 0029 616-05688 115.000 TON | 32.00000 3680.00| 35.00000 4025.00| 32.00000 3680.00 RIPRAP, CLASS 1 | | | 0030 621-01004 1.000 EACH| 750.00000 750.00| 790.00000 790.00| 750.00000 750.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 4500.000 SYS | 0.46000 2070.00| 0.48000 2160.00| 0.46000 2070.00 MULCHED SEEDING, R | | | 0032 622-05649 10.000 EACH| 425.00000 4250.00| 446.00000 4460.00| 430.00000 4300.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0033 708-05394 LUMP| 58000.00000 58000.00| 107466.00000 107466.00| 141000.00000 141000.00 REPAIR , TIMBER TRUSS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,473.61 ROUTE : PARK RD CALL ORDER : 360 CONTRACT ID : B -26992-A COUNTIES : OWEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1201949 |(2) 35-1111003 |(3) 35-1917625 |INTECH CONTRACTING LLC |WHITE CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 708-05394 LUMP| 12000.00000 12000.00| 23269.00000 23269.00| 9000.00000 9000.00 REPAIR AND RECONSTRUCTION, EXTERIOR | | | 0035 708-05394 LUMP| 12000.00000 12000.00| 16230.00000 16230.00| 28000.00000 28000.00 REPAIR DECK | | | 0036 711-05395 1.000 EACH| 1966.50000 1966.50| 1996.00000 1996.00| 1250.00000 1250.00 REPLACE ABUTMENT STONE | | | 0037 711-05397 LUMP| 6000.00000 6000.00| 970.00000 970.00| 4000.00000 4000.00 FLOOR BEAMS REPAIR | | | 0038 715-05756 6.000 LFT | 50.00000 300.00| 57.00000 342.00| 40.00000 240.00 PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0039 715-46000 1.000 EACH| 170.00000 170.00| 305.00000 305.00| 168.75000 168.75 PIPE END SECTION, 12 IN. | | | 0040 802-04993 LUMP| 3000.00000 3000.00| 3150.00000 3150.00| 700.00000 700.00 SIGN , BRIDGE SIGNS | | | SECTION TOTALS | $ 410,257.00| $ 467,492.50| $ 505,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 410,257.00| $ 467,492.50| $ 505,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,473.61 ROUTE : PARK RD CALL ORDER : 360 CONTRACT ID : B -26992-A COUNTIES : OWEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 | |CLR, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DNR PROPERTIES, BRIDGES | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 2600.00000 2600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2100.00000 16800.00| 1500.00000 12000.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 29500.00000 29500.00| 35000.00000 35000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 6500.00000 6500.00| 3000.00000 3000.00| CLEARING AND GRUBBING | | | 0005 203-02000 530.000 CYS | 10.00000 5300.00| 35.00000 18550.00| EXCAVATION, COMMON | | | 0006 205-06937 600.000 LFT | 3.00000 1800.00| 1.70000 1020.00| TEMPORARY SILT FENCE | | | 0007 210-05715 LUMP| 10000.00000 10000.00| 22000.00000 22000.00| EARTHWORK | | | 0008 210-05720 LUMP| 13000.00000 13000.00| 15000.00000 15000.00| REPOINTING , MASONRY | | | 0009 210-05721 LUMP| 9450.00000 9450.00| 40000.00000 40000.00| FIRE RETARDANT TREATMENT | | | 0010 210-05813 LUMP| 11500.00000 11500.00| 22000.00000 22000.00| PAINT , PAINTING | | | 0011 210-06738 LUMP| 8000.00000 8000.00| 11000.00000 11000.00| CLEAN UP GROUTING & PREPARATION | | | 0012 210-06739 LUMP| 4400.00000 4400.00| 12000.00000 12000.00| WOOD , WOODEN CURBS | | | 0013 210-06980 LUMP| 64000.00000 64000.00| 100000.00000 100000.00| MOVE BRIDGE | | | 0014 210-07006 LUMP| 6700.00000 6700.00| 5000.00000 5000.00| RESET CAP STONES | | | 0015 210-07859 LUMP| 6000.00000 6000.00| 14000.00000 14000.00| WINDOW AWNINGS | | | 0016 210-07860 LUMP| 3300.00000 3300.00| 14000.00000 14000.00| BEARING TIMBERS | | | 0017 210-07861 200.000 CFT | 40.00000 8000.00| 80.00000 16000.00| LOW PRESSURE GROUTING | | | 0018 210-07862 LUMP| 45000.00000 45000.00| 119000.00000 119000.00| DRY LAID STONE RETAINING WALLS | | | 0019 210-07863 LUMP| 900.00000 900.00| 825.00000 825.00| ACCESSIBLE PARKING DESIGNATION | | | 0020 211-07454 295.000 CYS | 70.00000 20650.00| 65.00000 19175.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 360 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,473.61 ROUTE : PARK RD CALL ORDER : 360 CONTRACT ID : B -26992-A COUNTIES : OWEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 | |CLR, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 301-07448 225.000 TON | 30.00000 6750.00| 35.00000 7875.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 402-07432 30.000 TON | 154.00000 4620.00| 150.00000 4500.00| HMA SURFACE, TYPE A | | | 0023 405-05518 295.000 SYS | 1.99000 587.05| 2.00000 590.00| ASPHALT FOR PRIME COAT | | | 0024 603-04741 LUMP| 14000.00000 14000.00| 35000.00000 35000.00| FENCE , REBUILD STONE AND WOOD | | | 0025 603-04741 LUMP| 4900.00000 4900.00| 3600.00000 3600.00| FENCE , WINGWALLS | | | 0026 605-04742 LUMP| 13300.00000 13300.00| 25000.00000 25000.00| WALL , MUD | | | 0027 616-02320 230.000 SYS | 2.00000 460.00| 4.00000 920.00| GEOTEXTILES | | | 0028 616-02320 1275.000 SYS | 3.25000 4143.75| 10.00000 12750.00| GEOTEXTILES FOR EMBANKMENT REINFORCEMENT| | | 0029 616-05688 115.000 TON | 36.00000 4140.00| 45.00000 5175.00| RIPRAP, CLASS 1 | | | 0030 621-01004 1.000 EACH| 750.00000 750.00| 675.00000 675.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 4500.000 SYS | 0.75000 3375.00| 0.40000 1800.00| MULCHED SEEDING, R | | | 0032 622-05649 10.000 EACH| 272.00000 2720.00| 250.00000 2500.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0033 708-05394 LUMP| 161500.00000 161500.00| 85000.00000 85000.00| REPAIR , TIMBER TRUSS | | | 0034 708-05394 LUMP| 27500.00000 27500.00| 20000.00000 20000.00| REPAIR AND RECONSTRUCTION, EXTERIOR | | | 0035 708-05394 LUMP| 58800.00000 58800.00| 28000.00000 28000.00| REPAIR DECK | | | 0036 711-05395 1.000 EACH| 2000.00000 2000.00| 1200.00000 1200.00| REPLACE ABUTMENT STONE | | | 0037 711-05397 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| FLOOR BEAMS REPAIR | | | 0038 715-05756 6.000 LFT | 176.00000 1056.00| 75.00000 450.00| PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0039 715-46000 1.000 EACH| 25.00000 25.00| 675.00000 675.00| PIPE END SECTION, 12 IN. | | | 0040 802-04993 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| SIGN , BRIDGE SIGNS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 360 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 416,473.61 ROUTE : PARK RD CALL ORDER : 360 CONTRACT ID : B -26992-A COUNTIES : OWEN LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 35-2040801 | |CLR, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 591,926.80| $ 726,880.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 591,926.80| $ 726,880.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/14/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9933040 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 429,732.20 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 432,911.15 100.7397% 3 35-1609544 SCHUTT-LOOKABILL CO $ 436,092.97 101.4801% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 471,953.59 109.8250% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 473,603.28 110.2089% 6 35-1385672 FORCE CONSTRUCTION CO. INC. $ 479,049.49 111.4762% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 526,154.21 122.4376% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1310611 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 800.00000 7200.00| 1250.00000 11250.00| 1000.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 20000.00000 20000.00| 21800.00000 21800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 52.000 m | 15.00000 780.00| 15.00000 780.00| 10.00000 520.00 GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 35900.00000 35900.00| 40000.00000 40000.00| 39879.00000 39879.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 12.00000 2592.00| 10.00000 2160.00| 7.00000 1512.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1208.000 m3 | 18.00000 21744.00| 10.00000 12080.00| 12.00000 14496.00 EXCAVATION, COMMON | | | 0009 203-51223 242.000 m3 | 18.00000 4356.00| 10.00000 2420.00| 12.00000 2904.00 EXCAVATION, WATERWAY | | | 0010 205-03371 64.000 m3 | 5.00000 320.00| 10.00000 640.00| 20.00000 1280.00 SEDIMENT REMOVE | | | 0011 205-06931 29.000 Mg | 20.00000 580.00| 25.00000 725.00| 25.00000 725.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 148.000 Mg | 6.00000 888.00| 15.00000 2220.00| 20.00000 2960.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1310611 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06937 101.000 m | 6.50000 656.50| 5.00000 505.00| 6.50000 656.50 TEMPORARY SILT FENCE | | | 0014 207-07502 2003.000 m2 | 4.00000 8012.00| 4.00000 8012.00| 7.00000 14021.00 SUBGRADE TREATMENT, TYPE D | | | 0015 213-52830 5.700 m3 | 300.00000 1710.00| 150.00000 855.00| 160.00000 912.00 FLOWABLE MORTAR | | | 0016 301-07448 1483.000 Mg | 17.00000 25211.00| 16.00000 23728.00| 19.51000 28933.33 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07433 237.000 Mg | 66.00000 15642.00| 72.00000 17064.00| 77.40000 18343.80 HMA SURFACE, TYPE B | | | 0018 402-07438 606.000 Mg | 59.00000 35754.00| 51.00000 30906.00| 52.55000 31845.30 HMA INTERMEDIATE, TYPE B | | | 0019 404-05511 339.000 m2 | 11.00000 3729.00| 18.00000 6102.00| 18.08000 6129.12 SEAL COAT, 2 | | | 0020 405-05517 3.000 Mg | 500.00000 1500.00| 660.00000 1980.00| 678.00000 2034.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 1.000 Mg | 265.00000 265.00| 220.00000 220.00| 226.00000 226.00 ASPHALT FOR TACK COAT | | | 0022 601-06374 4.000 EACH| 600.00000 2400.00| 643.50000 2574.00| 660.00000 2640.00 GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-94689 4.000 EACH| 1850.00000 7400.00| 1980.00000 7920.00| 2034.00000 8136.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 2.000 EACH| 780.00000 1560.00| 825.00000 1650.00| 850.00000 1700.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 243.840 m | 30.00000 7315.20| 32.00000 7802.88| 32.77000 7990.64 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 461.000 m | 19.00000 8759.00| 20.00000 9220.00| 21.00000 9681.00 FENCE, FARM FIELD, 1190 mm | | | 0027 603-95915 2.000 EACH| 4200.00000 8400.00| 3500.00000 7000.00| 8640.00000 17280.00 CATTLE GUARD | | | 0028 610-06259 168.400 m2 | 65.00000 10946.00| 75.00000 12630.00| 68.00000 11451.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 760.000 m2 | 2.00000 1520.00| 3.00000 2280.00| 1.80000 1368.00 GEOTEXTILES | | | 0030 616-06405 484.000 Mg | 30.00000 14520.00| 22.00000 10648.00| 25.38000 12283.92 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 700.00000 1400.00| 200.00000 400.00| 622.00000 1244.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1310611 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06545 6.000 Mg | 155.00000 930.00| 165.00000 990.00| 435.00000 2610.00 FERTILIZER | | | 0033 621-06553 91.000 kg | 21.50000 1956.50| 22.50000 2047.50| 6.00000 546.00 SEED MIXTURE, R | | | 0034 621-06557 91.000 kg | 19.50000 1774.50| 20.45000 1860.95| 4.00000 364.00 SEED MIXTURE, T | | | 0035 621-06565 6.000 Mg | 210.00000 1260.00| 220.00000 1320.00| 585.00000 3510.00 MULCHING MATERIAL | | | 0036 621-06567 6.000 kL | 1.05000 6.30| 1.10000 6.60| 0.59000 3.54 WATER | | | 0037 621-06574 287.000 m2 | 7.00000 2009.00| 7.25000 2080.75| 8.75000 2511.25 SODDING | | | 0038 622-52436 8.000 EACH| 31.00000 248.00| 32.00000 256.00| 23.00000 184.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 80.000 EACH| 15.00000 1200.00| 16.00000 1280.00| 14.00000 1120.00 SEEDLING | | | 0040 622-98200 8.000 EACH| 30.00000 240.00| 32.00000 256.00| 23.00000 184.00 SIGN, DO NOT DISTURB | | | 0041 701-51195 399.000 m | 33.00000 13167.00| 100.00000 39900.00| 76.00000 30324.00 PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 22.000 EACH| 100.00000 2200.00| 100.00000 2200.00| 70.00000 1540.00 PILE TIP, STEEL H | | | 0043 701-97874 48.000 m | 250.00000 12000.00| 250.00000 12000.00| 204.00000 9792.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0044 703-51030 7890.000 kg | 1.25000 9862.50| 1.25000 9862.50| 1.15000 9073.50 REINFORCING STEEL | | | 0045 703-51032 8975.000 kg | 1.30000 11667.50| 1.35000 12116.25| 1.35000 12116.25 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 150.800 m3 | 600.00000 90480.00| 500.00000 75400.00| 458.76000 69181.01 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-06344 53.340 m | 170.00000 9067.80| 165.00000 8801.10| 169.50000 9041.13 RAILING, TS-1 | | | 0048 709-51821 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 3192.00000 3192.00 SURFACE SEAL | | | 0049 801-04308 5.000 EACH| 185.00000 925.00| 192.50000 962.50| 198.00000 990.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 8.000 EACH| 117.00000 936.00| 121.00000 968.00| 125.00000 1000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 8.000 EACH| 175.00000 1400.00| 181.50000 1452.00| 186.00000 1488.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1310611 |(3) 35-1609544 |MILESTONE CONTRACTORS, L.P. |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-07118 43.200 m | 5.25000 226.80| 5.50000 237.60| 5.65000 244.08 BARRICADE, III-A | | | 0053 801-07119 21.600 m | 28.50000 615.60| 29.70000 641.52| 29.00000 626.40 BARRICADE, III-B | | | SECTION TOTALS | $ 429,732.20| $ 432,911.15| $ 436,092.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 429,732.20| $ 432,911.15| $ 436,092.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1128289 |(6) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 1700.00000 15300.00| 1436.00000 12924.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 6500.00000 6500.00| 6200.00000 6200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23500.00000 23500.00| 23680.00000 23680.00| 23500.00000 23500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 9472.00000 9472.00| 6998.00000 6998.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 52.000 m | 10.00000 520.00| 15.00000 780.00| 14.70000 764.40 GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 32500.00000 32500.00| 29868.00000 29868.00| 30796.00000 30796.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 7.75000 1674.00| 11.50000 2484.00| 7.59000 1639.44 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1208.000 m3 | 15.00000 18120.00| 13.00000 15704.00| 10.42000 12587.36 EXCAVATION, COMMON | | | 0009 203-51223 242.000 m3 | 20.00000 4840.00| 14.25000 3448.50| 14.85000 3593.70 EXCAVATION, WATERWAY | | | 0010 205-03371 64.000 m3 | 20.00000 1280.00| 9.50000 608.00| 30.34000 1941.76 SEDIMENT REMOVE | | | 0011 205-06931 29.000 Mg | 35.00000 1015.00| 78.00000 2262.00| 70.00000 2030.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 148.000 Mg | 35.00000 5180.00| 39.50000 5846.00| 47.00000 6956.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 101.000 m | 7.50000 757.50| 7.00000 707.00| 5.12000 517.12 TEMPORARY SILT FENCE | | | 0014 207-07502 2003.000 m2 | 7.50000 15022.50| 7.75000 15523.25| 7.74000 15503.22 SUBGRADE TREATMENT, TYPE D | | | 0015 213-52830 5.700 m3 | 120.00000 684.00| 170.00000 969.00| 91.56000 521.89 FLOWABLE MORTAR | | | 0016 301-07448 1483.000 Mg | 22.50000 33367.50| 19.10000 28325.30| 19.61000 29081.63 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07433 237.000 Mg | 70.00000 16590.00| 75.00000 17775.00| 68.50000 16234.50 HMA SURFACE, TYPE B | | | 0018 402-07438 606.000 Mg | 69.50000 42117.00| 55.00000 33330.00| 46.50000 28179.00 HMA INTERMEDIATE, TYPE B | | | 0019 404-05511 339.000 m2 | 10.00000 3390.00| 18.00000 6102.00| 16.00000 5424.00 SEAL COAT, 2 | | | 0020 405-05517 3.000 Mg | 500.00000 1500.00| 650.00000 1950.00| 600.00000 1800.00 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1128289 |(6) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 1.000 Mg | 300.00000 300.00| 225.00000 225.00| 200.00000 200.00 ASPHALT FOR TACK COAT | | | 0022 601-06374 4.000 EACH| 625.00000 2500.00| 600.00000 2400.00| 585.00000 2340.00 GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-94689 4.000 EACH| 2200.00000 8800.00| 2000.00000 8000.00| 1800.00000 7200.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 2.000 EACH| 775.00000 1550.00| 850.00000 1700.00| 750.00000 1500.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 243.840 m | 33.50000 8168.64| 32.00000 7802.88| 29.00000 7071.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 461.000 m | 19.25000 8874.25| 20.00000 9220.00| 18.25000 8413.25 FENCE, FARM FIELD, 1190 mm | | | 0027 603-95915 2.000 EACH| 4500.00000 9000.00| 4100.00000 8200.00| 5250.80000 10501.60 CATTLE GUARD | | | 0028 610-06259 168.400 m2 | 64.00000 10777.60| 75.00000 12630.00| 66.00000 11114.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 760.000 m2 | 3.00000 2280.00| 2.50000 1900.00| 2.02000 1535.20 GEOTEXTILES | | | 0030 616-06405 484.000 Mg | 27.50000 13310.00| 25.00000 12100.00| 20.67000 10004.28 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 750.00000 1500.00| 725.00000 1450.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 6.000 Mg | 160.00000 960.00| 180.00000 1080.00| 350.00000 2100.00 FERTILIZER | | | 0033 621-06553 91.000 kg | 22.50000 2047.50| 23.00000 2093.00| 5.50000 500.50 SEED MIXTURE, R | | | 0034 621-06557 91.000 kg | 20.00000 1820.00| 20.50000 1865.50| 5.50000 500.50 SEED MIXTURE, T | | | 0035 621-06565 6.000 Mg | 220.00000 1320.00| 225.00000 1350.00| 550.00000 3300.00 MULCHING MATERIAL | | | 0036 621-06567 6.000 kL | 1.00000 6.00| 1.15000 6.90| 10.00000 60.00 WATER | | | 0037 621-06574 287.000 m2 | 7.50000 2152.50| 8.75000 2511.25| 5.00000 1435.00 SODDING | | | 0038 622-52436 8.000 EACH| 35.00000 280.00| 32.00000 256.00| 35.00000 280.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 80.000 EACH| 15.50000 1240.00| 16.00000 1280.00| 8.00000 640.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1128289 |(6) 35-1385672 |ERBER & MILLIGAN CONSTR. CO.|BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 622-98200 8.000 EACH| 35.00000 280.00| 32.00000 256.00| 35.00000 280.00 SIGN, DO NOT DISTURB | | | 0041 701-51195 399.000 m | 100.00000 39900.00| 75.00000 29925.00| 72.97000 29115.03 PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 22.000 EACH| 100.00000 2200.00| 70.00000 1540.00| 114.00000 2508.00 PILE TIP, STEEL H | | | 0043 701-97874 48.000 m | 240.00000 11520.00| 420.00000 20160.00| 442.00000 21216.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0044 703-51030 7890.000 kg | 1.40000 11046.00| 1.20000 9468.00| 1.02000 8047.80 REINFORCING STEEL | | | 0045 703-51032 8975.000 kg | 1.50000 13462.50| 1.40000 12565.00| 1.41000 12654.75 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 150.800 m3 | 480.00000 72384.00| 585.00000 88218.00| 750.00000 113100.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-06344 53.340 m | 165.00000 8801.10| 165.00000 8801.10| 150.00000 8001.00 RAILING, TS-1 | | | 0048 709-51821 LUMP| 2250.00000 2250.00| 1600.00000 1600.00| 1440.00000 1440.00 SURFACE SEAL | | | 0049 801-04308 5.000 EACH| 250.00000 1250.00| 200.00000 1000.00| 270.00000 1350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 8.000 EACH| 110.00000 880.00| 125.00000 1000.00| 90.00000 720.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 8.000 EACH| 140.00000 1120.00| 185.00000 1480.00| 147.50000 1180.00 CONSTRUCTION SIGN, A | | | 0052 801-07118 43.200 m | 45.00000 1944.00| 5.50000 237.60| 38.00000 1641.60 BARRICADE, III-A | | | 0053 801-07119 21.600 m | 45.00000 972.00| 30.00000 648.00| 42.00000 907.20 BARRICADE, III-B | | | SECTION TOTALS | $ 471,953.59| $ 473,603.28| $ 479,049.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 471,953.59| $ 473,603.28| $ 479,049.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1100.00000 9900.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 52.000 m | 14.70000 764.40| | GUARDRAIL, REMOVE | | | 0006 202-02286 1.000 EACH| 25000.00000 25000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 10.00000 2160.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 1208.000 m3 | 26.00000 31408.00| | EXCAVATION, COMMON | | | 0009 203-51223 242.000 m3 | 26.00000 6292.00| | EXCAVATION, WATERWAY | | | 0010 205-03371 64.000 m3 | 36.00000 2304.00| | SEDIMENT REMOVE | | | 0011 205-06931 29.000 Mg | 50.00000 1450.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 148.000 Mg | 50.00000 7400.00| | TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 101.000 m | 6.25000 631.25| | TEMPORARY SILT FENCE | | | 0014 207-07502 2003.000 m2 | 6.95000 13920.85| | SUBGRADE TREATMENT, TYPE D | | | 0015 213-52830 5.700 m3 | 195.00000 1111.50| | FLOWABLE MORTAR | | | 0016 301-07448 1483.000 Mg | 21.50000 31884.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07433 237.000 Mg | 68.50000 16234.50| | HMA SURFACE, TYPE B | | | 0018 402-07438 606.000 Mg | 46.50000 28179.00| | HMA INTERMEDIATE, TYPE B | | | 0019 404-05511 339.000 m2 | 16.00000 5424.00| | SEAL COAT, 2 | | | 0020 405-05517 3.000 Mg | 600.00000 1800.00| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05520 1.000 Mg | 200.00000 200.00| | ASPHALT FOR TACK COAT | | | 0022 601-06374 4.000 EACH| 585.00000 2340.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0023 601-94689 4.000 EACH| 1800.00000 7200.00| | GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 2.000 EACH| 750.00000 1500.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 243.840 m | 29.00000 7071.36| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 461.000 m | 18.25000 8413.25| | FENCE, FARM FIELD, 1190 mm | | | 0027 603-95915 2.000 EACH| 2700.00000 5400.00| | CATTLE GUARD | | | 0028 610-06259 168.400 m2 | 80.00000 13472.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 616-02320 760.000 m2 | 3.50000 2660.00| | GEOTEXTILES | | | 0030 616-06405 484.000 Mg | 35.00000 16940.00| | RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 690.00000 1380.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06545 6.000 Mg | 150.00000 900.00| | FERTILIZER | | | 0033 621-06553 91.000 kg | 20.50000 1865.50| | SEED MIXTURE, R | | | 0034 621-06557 91.000 kg | 18.45000 1678.95| | SEED MIXTURE, T | | | 0035 621-06565 6.000 Mg | 200.00000 1200.00| | MULCHING MATERIAL | | | 0036 621-06567 6.000 kL | 1.00000 6.00| | WATER | | | 0037 621-06574 287.000 m2 | 6.60000 1894.20| | SODDING | | | 0038 622-52436 8.000 EACH| 29.00000 232.00| | SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 80.000 EACH| 14.25000 1140.00| | SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 370 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 457,861.00 ROUTE : CR 700 EAST CALL ORDER : 370 CONTRACT ID : B -27012-A COUNTIES : HENRY LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 622-98200 8.000 EACH| 29.00000 232.00| | SIGN, DO NOT DISTURB | | | 0041 701-51195 399.000 m | 85.00000 33915.00| | PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 22.000 EACH| 115.00000 2530.00| | PILE TIP, STEEL H | | | 0043 701-97874 48.000 m | 500.00000 24000.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0044 703-51030 7890.000 kg | 1.40000 11046.00| | REINFORCING STEEL | | | 0045 703-51032 8975.000 kg | 1.65000 14808.75| | REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 150.800 m3 | 875.00000 131950.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-06344 53.340 m | 150.00000 8001.00| | RAILING, TS-1 | | | 0048 709-51821 LUMP| 1440.00000 1440.00| | SURFACE SEAL | | | 0049 801-04308 5.000 EACH| 175.00000 875.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 8.000 EACH| 110.00000 880.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 8.000 EACH| 165.00000 1320.00| | CONSTRUCTION SIGN, A | | | 0052 801-07118 43.200 m | 5.00000 216.00| | BARRICADE, III-A | | | 0053 801-07119 21.600 m | 27.00000 583.20| | BARRICADE, III-B | | | SECTION TOTALS | $ 526,154.21| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 526,154.21| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 378 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 113,000.00 ROUTE : CALL ORDER : 378 CONTRACT ID : B -27092-B COUNTIES : PUTNAM LETTING DATE : 09/16/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 996700B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 114,300.00 100.0000% 2 35-1801998 CLR, INC. $ 115,389.00 100.9527% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1801998 | |BEATY CONSTRUCTION, INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR, STEEL TRUSS | | | 0001 110-01001 LUMP| 5700.00000 5700.00| 5350.00000 5350.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 2000.00000 2000.00| 11000.00000 11000.00| ENVIRONMENTAL CONTROL | | | 0003 619-51860 LUMP| 10000.00000 10000.00| 16000.00000 16000.00| PAINT STEEL BRIDGE, PARTIAL | | | 0004 619-60999 LUMP| 65000.00000 65000.00| 37000.00000 37000.00| CLEAN STEEL BRIDGE, PARTIAL | | | 0005 712-04407 LUMP| 31600.00000 31600.00| 46039.00000 46039.00| REPLACE DECK | | | SECTION TOTALS | $ 114,300.00| $ 115,389.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 114,300.00| $ 115,389.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,604,872.40 ROUTE : 16TH STREET CALL ORDER : 380 CONTRACT ID : B -27093-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949063 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 947,848.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 963,260.18 101.6260% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 981,125.80 103.5108% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,006,443.00 106.1818% 5 35-1609544 SCHUTT-LOOKABILL CO $ 1,406,703.71 148.4102% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 35-1364963 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 8500.00000 8500.00| 7500.00000 7500.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 750.00000 13500.00| 1200.00000 21600.00| 1200.00000 21600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 47000.00000 47000.00| 46400.00000 46400.00| 49000.00000 49000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4600.00000 4600.00| 4000.00000 4000.00| 4900.00000 4900.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 383.000 LFT | 5.00000 1915.00| 9.00000 3447.00| 5.50000 2106.50 CURB, CONCRETE, REMOVE | | | 0006 202-51328 LUMP| 165680.81000 165680.81| 180000.00000 180000.00| 167500.00000 167500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-52710 182.000 SYS | 5.00000 910.00| 9.00000 1638.00| 7.50000 1365.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 1685.000 SYS | 3.00000 5055.00| 5.00000 8425.00| 2.75000 4633.75 SURFACE MILLING, ASPHALT | | | 0009 203-02000 790.000 CYS | 24.00000 18960.00| 18.00000 14220.00| 15.00000 11850.00 EXCAVATION, COMMON | | | 0010 203-02070 800.000 CYS | 1.00000 800.00| 27.00000 21600.00| 12.00000 9600.00 BORROW | | | 0011 205-06932 112.000 LFT | 10.00000 1120.00| 9.50000 1064.00| 7.50000 840.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 3.000 EACH| 50.00000 150.00| 66.00000 198.00| 75.00000 225.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 1240.000 LFT | 1.60000 1984.00| 1.65000 2046.00| 2.00000 2480.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,604,872.40 ROUTE : 16TH STREET CALL ORDER : 380 CONTRACT ID : B -27093-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 35-1364963 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-07454 2507.000 CYS | 22.50000 56407.50| 21.00000 52647.00| 19.25000 48259.75 STRUCTURE BACKFILL | | | 0015 301-07448 1177.000 TON | 15.00000 17655.00| 16.00000 18832.00| 20.00000 23540.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 402-07432 92.000 TON | 66.66000 6132.72| 66.66000 6132.72| 75.00000 6900.00 HMA SURFACE, TYPE A | | | 0017 402-07434 139.000 TON | 82.82000 11511.98| 82.82000 11511.98| 90.00000 12510.00 HMA SURFACE, TYPE C | | | 0018 402-07435 155.000 TON | 69.60000 10788.00| 69.60000 10788.00| 77.50000 12012.50 HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 1275.000 SYS | 1.05000 1338.75| 1.05000 1338.75| 1.10000 1402.50 ASPHALT FOR PRIME COAT | | | 0020 406-05521 2910.000 SYS | 0.06000 174.60| 0.06000 174.60| 0.08000 232.80 ASPHALT FOR TACK COAT | | | 0021 601-01128 2.000 EACH| 900.00000 1800.00| 845.00000 1690.00| 1250.00000 2500.00 GUARDRAIL TRANSITION TYPE WGB | | | 0022 601-01625 1.000 EACH| 1350.00000 1350.00| 1325.00000 1325.00| 1600.00000 1600.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 ,MODIFIED | | | 0023 601-01701 1.000 EACH| 1700.00000 1700.00| 1685.00000 1685.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0024 601-01846 1.000 EACH| 1700.00000 1700.00| 1685.00000 1685.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-06037 1.000 EACH| 600.00000 600.00| 580.00000 580.00| 750.00000 750.00 GUARDRAIL END TREATMENT, I | | | 0026 601-94689 1.000 EACH| 2000.00000 2000.00| 1950.00000 1950.00| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 50.000 LFT | 10.00000 500.00| 9.95000 497.50| 12.50000 625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 604-06069 26.000 SYS | 150.00000 3900.00| 75.00000 1950.00| 34.50000 897.00 CURB RAMP, CONCRETE | | | 0029 604-91531 161.000 SYS | 50.00000 8050.00| 30.00000 4830.00| 22.00000 3542.00 SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06120 356.000 LFT | 25.00000 8900.00| 12.00000 4272.00| 13.50000 4806.00 CURB, CONCRETE | | | 0031 610-07486 22.000 TON | 149.12000 3280.64| 149.12000 3280.64| 160.00000 3520.00 HMA FOR APPROACHES, TYPE A | | | 0032 615-92498 1.000 EACH| 100.00000 100.00| 250.00000 250.00| 1200.00000 1200.00 BENCH MARK , RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,604,872.40 ROUTE : 16TH STREET CALL ORDER : 380 CONTRACT ID : B -27093-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 35-1364963 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 2.000 EACH| 190.00000 380.00| 180.00000 360.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02363 2203.000 SYS | 0.50000 1101.50| 0.48000 1057.44| 0.75000 1652.25 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0035 621-06560 2203.000 SYS | 0.75000 1652.25| 0.65000 1431.95| 0.75000 1652.25 MULCHED SEEDING, U | | | 0036 621-06575 75.000 SYS | 16.00000 1200.00| 15.00000 1125.00| 17.50000 1312.50 SODDING, NURSERY | | | 0037 702-51100 380.000 LBS | 3.00000 1140.00| 9.50000 3610.00| 2.75000 1045.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0038 702-51110 1536.000 LBS | 3.00000 4608.00| 4.50000 6912.00| 3.75000 5760.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0039 702-90915 63.500 CYS | 900.00000 57150.00| 700.00000 44450.00| 1000.00000 63500.00 CONCRETE, A | | | 0040 702-93722 803.300 CYS | 285.00000 228940.50| 300.00000 240990.00| 300.00000 240990.00 CONCRETE, C | | | 0041 703-51030 3061.000 LBS | 0.60000 1836.60| 0.60000 1836.60| 0.55000 1683.55 REINFORCING STEEL | | | 0042 703-51032 165055.000 LBS | 0.65000 107285.75| 0.65000 107285.75| 0.65000 107285.75 REINFORCING STEEL, EPOXY COATED | | | 0043 706-03705 610.000 LFT | 90.00000 54900.00| 60.00000 36600.00| 90.00000 54900.00 BRIDGE RAIL ,CONCRETE, MODIFIED | | | 0044 706-06372 4.000 EACH| 3500.00000 14000.00| 2000.00000 8000.00| 3500.00000 14000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | ,MODIFIED | | | 0045 708-51813 250.000 SFT | 55.00000 13750.00| 60.00000 15000.00| 60.00000 15000.00 PNEUMATICALLY PLACED MORTAR | | | 0046 708-51814 150.000 SFT | 2.00000 300.00| 3.00000 450.00| 2.50000 375.00 WELDED STEEL WIRE FABRIC | | | 0047 709-51821 LUMP| 14000.00000 14000.00| 15750.00000 15750.00| 15500.00000 15500.00 SURFACE SEAL | | | 0048 715-05149 171.000 LFT | 30.00000 5130.00| 30.00000 5130.00| 25.00000 4275.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-94207 83.000 LFT | 35.00000 2905.00| 30.00000 2490.00| 24.00000 1992.00 PIPE, CAST IRON, 6 IN. | | | 0050 720-45030 2.000 EACH| 1000.00000 2000.00| 1400.00000 2800.00| 1200.00000 2400.00 INLET, E7 | | | 0051 720-45035 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 1300.00000 1300.00 INLET, F7 | | | 0052 720-45045 4.000 EACH| 1250.00000 5000.00| 1600.00000 6400.00| 1200.00000 4800.00 INLET, J10 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,604,872.40 ROUTE : 16TH STREET CALL ORDER : 380 CONTRACT ID : B -27093-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-2040801 |(3) 35-1364963 |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 727-90308 200.000 LFT | 26.00000 5200.00| 28.00000 5600.00| 27.50000 5500.00 EPOXY INJECTION, CRACK PREPARATION | | | 0054 727-90309 5.000 GAL | 73.00000 365.00| 75.00000 375.00| 75.00000 375.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0055 727-93560 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 2000.00000 2000.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0056 801-04308 5.000 EACH| 240.00000 1200.00| 250.00000 1250.00| 250.00000 1250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 18.000 EACH| 75.00000 1350.00| 100.00000 1800.00| 75.00000 1350.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 8.000 EACH| 250.00000 2000.00| 300.00000 2400.00| 250.00000 2000.00 CONSTRUCTION SIGN, A | | | 0059 801-07118 120.000 LFT | 15.00000 1800.00| 15.00000 1800.00| 15.00000 1800.00 BARRICADE, III-A | | | 0060 801-07119 216.000 LFT | 17.00000 3672.00| 17.00000 3672.00| 17.50000 3780.00 BARRICADE, III-B | | | 0061 802-76025 6.300 SFT | 21.00000 132.30| 16.50000 103.95| 24.00000 151.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0062 802-76055 11.000 LFT | 8.00000 88.00| 6.50000 71.50| 8.00000 88.00 SIGN POST, A | | | 0063 808-03002 190.000 LFT | 1.70000 323.00| 1.60000 304.00| 1.75000 332.50 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0064 808-03631 250.000 LFT | 1.70000 425.00| 1.60000 400.00| 1.75000 437.50 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0065 808-03632 822.000 LFT | 1.70000 1397.40| 1.60000 1315.20| 1.75000 1438.50 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0066 808-06701 115.000 LFT | 0.85000 97.75| 0.80000 92.00| 1.00000 115.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0067 808-06703 1249.000 LFT | 0.85000 1061.65| 0.80000 999.20| 1.00000 1249.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0068 808-06706 20.000 LFT | 9.00000 180.00| 8.50000 170.00| 10.00000 200.00 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0069 808-75245 838.000 LFT | 0.85000 712.30| 0.80000 670.40| 1.00000 838.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 947,848.00| $ 963,260.18| $ 981,125.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 947,848.00| $ 963,260.18| $ 981,125.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 380 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,604,872.40 ROUTE : 16TH STREET CALL ORDER : 380 CONTRACT ID : B -27093-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 9900.00000 9900.00| 11385.00000 11385.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1685.00000 30330.00| 1000.00000 18000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 70313.00000 70313.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| CLEARING RIGHT OF WAY | | | 0005 202-02278 383.000 LFT | 3.00000 1149.00| 2.50000 957.50| CURB, CONCRETE, REMOVE | | | 0006 202-51328 LUMP| 156083.90000 156083.90| 362829.00000 362829.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-52710 182.000 SYS | 6.00000 1092.00| 5.00000 910.00| SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 1685.000 SYS | 4.00000 6740.00| 4.00000 6740.00| SURFACE MILLING, ASPHALT | | | 0009 203-02000 790.000 CYS | 7.00000 5530.00| 8.00000 6320.00| EXCAVATION, COMMON | | | 0010 203-02070 800.000 CYS | 7.00000 5600.00| 9.00000 7200.00| BORROW | | | 0011 205-06932 112.000 LFT | 10.00000 1120.00| 10.56000 1182.72| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06933 3.000 EACH| 70.00000 210.00| 70.00000 210.00| TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06937 1240.000 LFT | 2.00000 2480.00| 1.84000 2281.60| TEMPORARY SILT FENCE | | | 0014 211-07454 2507.000 CYS | 23.00000 57661.00| 22.29000 55881.03| STRUCTURE BACKFILL | | | 0015 301-07448 1177.000 TON | 20.00000 23540.00| 26.77000 31508.29| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 402-07432 92.000 TON | 60.00000 5520.00| 66.70000 6136.40| HMA SURFACE, TYPE A | | | 0017 402-07434 139.000 TON | 80.00000 11120.00| 83.95000 11669.05| HMA SURFACE, TYPE C | | | 0018 402-07435 155.000 TON | 50.00000 7750.00| 55.20000 8556.00| HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 1275.000 SYS | 0.80000 1020.00| 0.86000 1096.50| ASPHALT FOR PRIME COAT | | | 0020 406-05521 2910.000 SYS | 0.05000 145.50| 0.06000 174.60| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 380 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,604,872.40 ROUTE : 16TH STREET CALL ORDER : 380 CONTRACT ID : B -27093-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01128 2.000 EACH| 1290.00000 2580.00| 972.00000 1944.00| GUARDRAIL TRANSITION TYPE WGB | | | 0022 601-01625 1.000 EACH| 1600.00000 1600.00| 1524.00000 1524.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 ,MODIFIED | | | 0023 601-01701 1.000 EACH| 1870.00000 1870.00| 1938.00000 1938.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0024 601-01846 1.000 EACH| 1820.00000 1820.00| 1938.00000 1938.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-06037 1.000 EACH| 780.00000 780.00| 667.00000 667.00| GUARDRAIL END TREATMENT, I | | | 0026 601-94689 1.000 EACH| 2250.00000 2250.00| 2243.00000 2243.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 50.000 LFT | 14.00000 700.00| 11.50000 575.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 604-06069 26.000 SYS | 103.00000 2678.00| 45.00000 1170.00| CURB RAMP, CONCRETE | | | 0029 604-91531 161.000 SYS | 45.00000 7245.00| 30.00000 4830.00| SIDEWALK, CONCRETE, 4 IN. | | | 0030 605-06120 356.000 LFT | 29.00000 10324.00| 14.00000 4984.00| CURB, CONCRETE | | | 0031 610-07486 22.000 TON | 130.00000 2860.00| 132.25000 2909.50| HMA FOR APPROACHES, TYPE A | | | 0032 615-92498 1.000 EACH| 550.00000 550.00| 250.00000 250.00| BENCH MARK , RESET | | | 0033 621-01004 2.000 EACH| 200.00000 400.00| 518.00000 1036.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-02363 2203.000 SYS | 0.55000 1211.65| 0.46000 1013.38| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0035 621-06560 2203.000 SYS | 0.75000 1652.25| 0.83000 1828.49| MULCHED SEEDING, U | | | 0036 621-06575 75.000 SYS | 18.00000 1350.00| 21.00000 1575.00| SODDING, NURSERY | | | 0037 702-51100 380.000 LBS | 5.00000 1900.00| 1.90000 722.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0038 702-51110 1536.000 LBS | 3.00000 4608.00| 2.70000 4147.20| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0039 702-90915 63.500 CYS | 1200.00000 76200.00| 1780.00000 113030.00| CONCRETE, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 380 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,604,872.40 ROUTE : 16TH STREET CALL ORDER : 380 CONTRACT ID : B -27093-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 702-93722 803.300 CYS | 320.00000 257056.00| 531.52000 426970.02| CONCRETE, C | | | 0041 703-51030 3061.000 LBS | 0.55000 1683.55| 0.53000 1622.33| REINFORCING STEEL | | | 0042 703-51032 165055.000 LBS | 0.65000 107285.75| 0.59000 97382.45| REINFORCING STEEL, EPOXY COATED | | | 0043 706-03705 610.000 LFT | 85.00000 51850.00| 79.70000 48617.00| BRIDGE RAIL ,CONCRETE, MODIFIED | | | 0044 706-06372 4.000 EACH| 2000.00000 8000.00| 1600.00000 6400.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | ,MODIFIED | | | 0045 708-51813 250.000 SFT | 60.00000 15000.00| 62.00000 15500.00| PNEUMATICALLY PLACED MORTAR | | | 0046 708-51814 150.000 SFT | 2.25000 337.50| 2.30000 345.00| WELDED STEEL WIRE FABRIC | | | 0047 709-51821 LUMP| 15500.00000 15500.00| 17287.00000 17287.00| SURFACE SEAL | | | 0048 715-05149 171.000 LFT | 42.00000 7182.00| 20.08000 3433.68| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0049 715-94207 83.000 LFT | 50.00000 4150.00| 30.00000 2490.00| PIPE, CAST IRON, 6 IN. | | | 0050 720-45030 2.000 EACH| 1250.00000 2500.00| 950.00000 1900.00| INLET, E7 | | | 0051 720-45035 1.000 EACH| 1370.00000 1370.00| 965.00000 965.00| INLET, F7 | | | 0052 720-45045 4.000 EACH| 1500.00000 6000.00| 1125.00000 4500.00| INLET, J10 | | | 0053 727-90308 200.000 LFT | 28.00000 5600.00| 29.00000 5800.00| EPOXY INJECTION, CRACK PREPARATION | | | 0054 727-90309 5.000 GAL | 80.00000 400.00| 80.00000 400.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0055 727-93560 LUMP| 2000.00000 2000.00| 1668.00000 1668.00| EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0056 801-04308 5.000 EACH| 260.00000 1300.00| 230.00000 1150.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 18.000 EACH| 80.00000 1440.00| 112.00000 2016.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 8.000 EACH| 280.00000 2240.00| 148.00000 1184.00| CONSTRUCTION SIGN, A | | | 0059 801-07118 120.000 LFT | 16.00000 1920.00| 14.00000 1680.00| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 380 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,604,872.40 ROUTE : 16TH STREET CALL ORDER : 380 CONTRACT ID : B -27093-A COUNTIES : MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1609544 | |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-07119 216.000 LFT | 18.00000 3888.00| 14.00000 3024.00| BARRICADE, III-B | | | 0061 802-76025 6.300 SFT | 23.00000 144.90| 19.00000 119.70| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0062 802-76055 11.000 LFT | 9.00000 99.00| 7.00000 77.00| SIGN POST, A | | | 0063 808-03002 190.000 LFT | 2.00000 380.00| 1.84000 349.60| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0064 808-03631 250.000 LFT | 2.00000 500.00| 1.84000 460.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0065 808-03632 822.000 LFT | 2.00000 1644.00| 1.84000 1512.48| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0066 808-06701 115.000 LFT | 1.00000 115.00| 0.58000 66.70| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0067 808-06703 1249.000 LFT | 1.00000 1249.00| 0.47000 587.03| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0068 808-06706 20.000 LFT | 10.00000 200.00| 6.38000 127.60| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0069 808-75245 838.000 LFT | 1.00000 838.00| 0.47000 393.86| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 1,006,443.00| $ 1,406,703.71| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,006,443.00| $ 1,406,703.71| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/19/03 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 122,362.41 ROUTE : 31 CALL ORDER : 390 CONTRACT ID : B -27127-A COUNTIES : ST. JOSEPH LETTING DATE : 09/16/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1537OOU SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 76,961.96 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 98,344.75 127.7835% 3 91-1798131 FLAME ON, INC. $ 103,458.00 134.4274% ==================================================================================================================================== |(1) 31-1028573 |(2) 35-1582109 |(3) 91-1798131 |CIVIL CONSTRUCTION, INC. |KANKAKEE VALLEY CONSTRUCTION|FLAME ON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 110-01001 LUMP| 5114.00000 5114.00| 4000.00000 4000.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 711-51038 LUMP| 11344.00000 11344.00| 20000.00000 20000.00| 17500.00000 17500.00 STRUCTURAL STEEL | | | 0003 711-51864 188.000 EACH| 22.34000 4199.92| 53.57000 10071.16| 2.00000 376.00 DRILLED HOLE | | | 0004 711-51867 21.000 SQIN| 15.00000 315.00| 100.00000 2100.00| 2.00000 42.00 STRUCTURAL STEEL CUTTING | | | 0005 711-91149 LUMP| 49720.00000 49720.00| 54476.91000 54476.91| 75000.00000 75000.00 STRAIGHTEN STEEL BEAM | | | 0006 711-96479 12.000 EACH| 25.17000 302.04| 27.40000 328.80| 2.00000 24.00 BOLT, REMOVE | | | 0007 801-01093 2.000 EACH| 90.00000 180.00| 90.00000 180.00| 275.00000 550.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0008 801-06640 14.000 EACH| 65.00000 910.00| 65.00000 910.00| 94.00000 1316.00 CONSTRUCTION SIGN, A | | | 0009 801-06710 30.000 DAY | 14.00000 420.00| 14.00000 420.00| 55.00000 1650.00 FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 4457.00000 4457.00| 5857.88000 5857.88| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 76,961.96| $ 98,344.75| $ 103,458.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 76,961.96| $ 98,344.75| $ 103,458.00 ====================================================================================================================================