INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/01/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1994010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,076,354.83 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 3,181,251.73 103.4097% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,240,839.26 105.3467% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 3,357,505.13 109.1390% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1385672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI 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| 20000.00000 20000.00| 24900.00000 24900.00| 34000.00000 34000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 1430.00000 17160.00| 1514.38000 18172.56 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 150000.00000 150000.00| 163140.00000 163140.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 45000.00000 45000.00| 42596.00000 42596.00| 48940.00000 48940.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 6844.000 m2 | 5.50000 37642.00| 8.20000 56120.80| 7.00000 47908.00 PAVEMENT REMOVAL | | | 0006 202-02241 80.000 m | 8.00000 640.00| 7.50000 600.00| 7.55000 604.00 GUARDRAIL, REMOVE | | | 0007 202-02272 460.000 m | 16.00000 7360.00| 14.02000 6449.20| 22.00000 10120.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51330 LUMP| 44000.00000 44000.00| 55705.00000 55705.00| 37000.00000 37000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-51330 LUMP| 1500.00000 1500.00| 1161.00000 1161.00| 8500.00000 8500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0010 202-51330 LUMP| 750.00000 750.00| 1349.00000 1349.00| 8500.00000 8500.00 PRESENT STRUCTURE, REMOVE , STR. NO. 6 | | | 0011 202-51330 LUMP| 750.00000 750.00| 1271.00000 1271.00| 3650.00000 3650.00 PRESENT STRUCTURE, REMOVE , STR. NO. 9A | | | 0012 203-02000 11210.000 m3 | 4.50000 50445.00| 10.50000 117705.00| 12.00000 134520.00 EXCAVATION, COMMON | | | 0013 203-02010 2620.000 m3 | 65.00000 170300.00| 32.96000 86355.20| 45.00000 117900.00 EXCAVATION, ROCK | | | 0014 203-02040 42.000 m3 | 105.00000 4410.00| 33.90000 1423.80| 50.00000 2100.00 EXCAVATION, Y | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1385672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02070 32888.000 m3 | 10.00000 328880.00| 11.19000 368016.72| 14.00000 460432.00 BORROW | | | 0016 203-51223 10645.000 m3 | 7.50000 79837.50| 10.50000 111772.50| 5.00000 53225.00 EXCAVATION, WATERWAY | | | 0017 205-03371 100.000 m3 | 12.50000 1250.00| 15.55000 1555.00| 13.00000 1300.00 SEDIMENT REMOVE | | | 0018 205-06931 390.600 Mg | 35.00000 13671.00| 34.76000 13577.26| 35.00000 13671.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06936 29.400 Mg | 35.00000 1029.00| 29.19000 858.19| 60.00000 1764.00 TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 960.000 m | 5.00000 4800.00| 5.00000 4800.00| 5.25000 5040.00 TEMPORARY SILT FENCE | | | 0021 206-51215 82.000 m3 | 65.00000 5330.00| 177.79000 14578.78| 110.00000 9020.00 EXCAVATION, X | | | 0022 206-51220 58.000 m3 | 50.00000 2900.00| 58.75000 3407.50| 180.00000 10440.00 EXCAVATION, WET | | | 0023 206-51230 32.000 m3 | 30.00000 960.00| 67.75000 2168.00| 35.00000 1120.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0024 206-93520 54.000 m2 | 250.00000 13500.00| 153.57000 8292.78| 175.00000 9450.00 TEMPORARY SHEET PILING | | | 0025 207-07499 7482.000 m2 | 4.00000 29928.00| 4.50000 33669.00| 5.00000 37410.00 SUBGRADE TREATMENT, TYPE B | | | 0026 211-06467 16.000 m3 | 70.00000 1120.00| 93.74000 1499.84| 50.00000 800.00 AGGREGATE FOR END BENT BACKFILL | | | 0027 211-07454 384.000 m3 | 35.00000 13440.00| 28.27000 10855.68| 24.00000 9216.00 STRUCTURE BACKFILL | | | 0028 213-08058 60.000 m3 | 175.00000 10500.00| 77.00000 4620.00| 100.00000 6000.00 FLOWABLE BACKFILL | | | 0029 302-07455 20.600 m3 | 60.00000 1236.00| 64.00000 1318.40| 60.00000 1236.00 DENSE GRADED SUBBASE | | | 0030 303-01180 3885.000 Mg | 15.00000 58275.00| 14.12000 54856.20| 18.00000 69930.00 COMPACTED AGGREGATE, NO. 53 | | | 0031 303-07662 23.000 Mg | 30.00000 690.00| 43.41000 998.43| 24.00000 552.00 STONE , NO. 8 | | | 0032 306-08036 46.000 m2 | 12.00000 552.00| 19.00000 874.00| 14.00000 644.00 MILLING, ASPHALT, 50 mm | | | 0033 306-08043 202.000 m2 | 12.00000 2424.00| 3.00000 606.00| 13.00000 2626.00 MILLING, TRANSITION | | | 0034 401-06264 LUMP| 2000.00000 2000.00| 2880.00000 2880.00| 3100.00000 3100.00 PROFILOGRAPH, HMA | | | 0035 401-07321 1055.000 Mg | 40.00000 42200.00| 43.20000 45576.00| 47.00000 49585.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1385672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 401-07390 1706.000 Mg | 38.00000 64828.00| 35.28000 60187.68| 38.00000 64828.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07407 4723.000 Mg | 35.00000 165305.00| 31.20000 147357.60| 37.00000 174751.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0038 401-07423 2032.000 Mg | 37.00000 75184.00| 36.48000 74127.36| 39.00000 79248.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0039 401-07429 1625.000 Mg | 39.00000 63375.00| 41.28000 67080.00| 45.00000 73125.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0042 404-05511 3251.000 m2 | 2.00000 6502.00| 2.16000 7022.16| 2.50000 8127.50 SEAL COAT, 2 | | | 0043 405-05517 12.600 Mg | 325.00000 4095.00| 192.00000 2419.20| 225.00000 2835.00 ASPHALT FOR PRIME COAT | | | 0044 406-05520 10.800 Mg | 225.00000 2430.00| 192.00000 2073.60| 225.00000 2430.00 ASPHALT FOR TACK COAT | | | 0045 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-01700 1.000 EACH| 1795.00000 1795.00| 1795.00000 1795.00| 1850.00000 1850.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0047 601-07023 16.000 EACH| 3600.00000 57600.00| 3600.00000 57600.00| 3800.00000 60800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0048 601-94689 5.000 EACH| 2295.00000 11475.00| 2295.00000 11475.00| 2400.00000 12000.00 GUARDRAIL END TREATMENT, OS | | | 0049 601-99105 360.050 m | 41.40000 14906.07| 41.40000 14906.07| 42.00000 15122.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 602-06639 337.000 m | 65.00000 21905.00| 75.79000 25541.23| 37.00000 12469.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0051 602-06646 483.000 m | 55.00000 26565.00| 54.33000 26241.39| 35.00000 16905.00 TEMPORARY CONCRETE BARRIER | | | 0052 602-06729 16.000 EACH| 7.00000 112.00| 7.00000 112.00| 9.00000 144.00 BARRIER DELINEATOR | | | 0053 609-06259 140.600 m2 | 80.00000 11248.00| 79.20000 11135.52| 65.00000 9139.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0055 611-06497 6.000 EACH| 105.00000 630.00| 105.00000 630.00| 110.00000 660.00 MAILBOX ASSEMBLY, SINGLE | | | 0056 611-06498 1.000 EACH| 135.00000 135.00| 135.00000 135.00| 140.00000 140.00 MAILBOX ASSEMBLY, DOUBLE | | | 0057 611-95023 5.000 EACH| 135.00000 675.00| 135.00000 675.00| 140.00000 700.00 MAILBOX ASSEMBLY, RESET | | | 0058 615-06490 32.000 EACH| 95.00000 3040.00| 95.00000 3040.00| 100.00000 3200.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1385672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 615-06500 4.000 EACH| 395.00000 1580.00| 395.00000 1580.00| 450.00000 1800.00 MONUMENT, A | | | 0060 615-06505 2.000 EACH| 495.00000 990.00| 495.00000 990.00| 550.00000 1100.00 MONUMENT, B | | | 0061 615-06510 1.000 EACH| 395.00000 395.00| 395.00000 395.00| 425.00000 425.00 MONUMENT, C | | | 0062 616-02320 5820.000 m2 | 2.50000 14550.00| 2.10000 12222.00| 2.00000 11640.00 GEOTEXTILES | | | 0063 616-06405 2377.000 Mg | 27.00000 64179.00| 21.08000 50107.16| 16.00000 38032.00 RIPRAP, REVETMENT | | | 0064 616-06451 1704.000 Mg | 27.00000 46008.00| 16.20000 27604.80| 16.00000 27264.00 RIPRAP, UNIFORM | | | 0065 619-04414 4.000 EACH| 300.00000 1200.00| 263.86000 1055.44| 225.00000 900.00 DRAIN EXTENSION | | | 0066 621-01004 2.000 EACH| 625.00000 1250.00| 500.00000 1000.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02468 400.000 kg | 7.84000 3136.00| 7.84000 3136.00| 8.00000 3200.00 SEED MIXTURE, GRASS, 1 | | | 0068 621-02770 4119.000 m2 | 1.35000 5560.65| 1.35000 5560.65| 1.50000 6178.50 EROSION CONTROL BLANKET | | | 0069 621-06545 2.600 Mg | 370.00000 962.00| 370.00000 962.00| 375.00000 975.00 FERTILIZER | | | 0070 621-06548 26.000 kg | 67.50000 1755.00| 67.50000 1755.00| 70.00000 1820.00 SEED MIXTURE, CV | | | 0071 621-06553 90.000 kg | 7.23000 650.70| 7.23000 650.70| 8.00000 720.00 SEED MIXTURE, R | | | 0072 621-06557 207.000 kg | 4.50000 931.50| 4.50000 931.50| 5.00000 1035.00 SEED MIXTURE, T | | | 0073 621-06565 21.000 Mg | 457.00000 9597.00| 457.00000 9597.00| 475.00000 9975.00 MULCHING MATERIAL | | | 0074 621-06567 93.000 kL | 2.00000 186.00| 2.00000 186.00| 2.00000 186.00 WATER | | | 0075 621-06574 35.000 m2 | 3.20000 112.00| 3.20000 112.00| 3.20000 112.00 SODDING | | | 0076 621-06575 5120.000 m2 | 3.20000 16384.00| 3.20000 16384.00| 3.20000 16384.00 SODDING, NURSERY | | | 0077 622-52436 6.000 EACH| 26.00000 156.00| 26.00000 156.00| 27.00000 162.00 SIGN, DO NOT MOW OR SPRAY | | | 0078 622-91786 170.000 EACH| 10.00000 1700.00| 10.00000 1700.00| 11.00000 1870.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1385672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 622-98200 24.000 EACH| 26.00000 624.00| 26.00000 624.00| 27.00000 648.00 SIGN, DO NOT DISTURB | | | 0080 701-51195 58.800 m | 125.00000 7350.00| 175.00000 10290.00| 210.00000 12348.00 PILE, STEEL H, HP 310 X 79 | | | 0081 701-91792 8.000 EACH| 150.00000 1200.00| 91.00000 728.00| 100.00000 800.00 PILE TIP, STEEL H | | | 0082 701-93633 9.800 m | 250.00000 2450.00| 744.53000 7296.39| 400.00000 3920.00 OVERSIZED PREDRILLED PILE HOLES | | | 0083 701-98856 12.000 m | 800.00000 9600.00| 727.20000 8726.40| 1200.00000 14400.00 CORED HOLE IN ROCK, 508 mm | | | 0084 702-51005 94.400 m3 | 550.00000 51920.00| 552.93000 52196.59| 600.00000 56640.00 CONCRETE, A, SUBSTRUCTURE | | | 0085 702-51015 24.800 m3 | 500.00000 12400.00| 1281.02000 31769.30| 325.00000 8060.00 CONCRETE, B, FOOTINGS | | | 0086 702-51110 585.000 kg | 8.00000 4680.00| 4.96000 2901.60| 5.00000 2925.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0087 702-93722 23.400 m3 | 325.00000 7605.00| 225.90000 5286.06| 300.00000 7020.00 CONCRETE, C | | | 0088 703-51030 9350.000 kg | 1.70000 15895.00| 1.43000 13370.50| 1.50000 14025.00 REINFORCING STEEL | | | 0089 703-51032 67148.000 kg | 1.90000 127581.20| 1.67000 112137.16| 1.60000 107436.80 REINFORCING STEEL, EPOXY COATED | | | 0090 704-51002 222.700 m3 | 650.00000 144755.00| 783.19000 174416.41| 625.00000 139187.50 CONCRETE, C, SUPERSTRUCTURE | | | 0091 706-05732 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0092 706-51020 38.400 m3 | 550.00000 21120.00| 526.00000 20198.40| 475.00000 18240.00 CONCRETE, C, RAILING | | | 0093 709-51821 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6200.00000 6200.00 SURFACE SEAL | | | 0094 711-51038 LUMP| 259000.00000 259000.00| 292563.00000 292563.00| 268000.00000 268000.00 STRUCTURAL STEEL | | | 0095 714-26708 42.000 m | 1400.00000 58800.00| 1695.00000 71190.00| 1400.00000 58800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0096 715-05048 1357.000 m | 7.50000 10177.50| 9.55000 12959.35| 14.00000 18998.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0097 715-05053 115.800 m | 28.00000 3242.40| 40.61000 4702.64| 30.00000 3474.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0098 715-05171 65.300 m | 90.00000 5877.00| 96.00000 6268.80| 97.00000 6334.10 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1385672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 715-05173 29.000 m | 90.00000 2610.00| 101.92000 2955.68| 134.00000 3886.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0100 715-05407 42.200 m | 30.00000 1266.00| 12.87000 543.11| 35.00000 1477.00 PIPE, END BENT DRAIN, 150 mm | | | 0101 715-46010 12.000 EACH| 400.00000 4800.00| 307.98000 3695.76| 300.00000 3600.00 PIPE END SECTION, 450 mm | | | 0102 715-46020 2.000 EACH| 400.00000 800.00| 303.00000 606.00| 350.00000 700.00 PIPE END SECTION, 600 mm | | | 0103 715-46040 6.000 EACH| 400.00000 2400.00| 1633.00000 9798.00| 650.00000 3900.00 PIPE END SECTION, 900 mm | | | 0104 716-07635 152.900 m | 1650.00000 252285.00| 1280.00000 195712.00| 1300.00000 198770.00 PIPE INSTALLATION, TRENCHLESS, 900 mm | | | 0105 718-06529 10.000 EACH| 400.00000 4000.00| 550.00000 5500.00| 300.00000 3000.00 OUTLET PROTECTOR, 2 | | | 0106 718-06531 6.000 EACH| 300.00000 1800.00| 500.00000 3000.00| 350.00000 2100.00 OUTLET PROTECTOR, 3 | | | 0107 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.10000 3100.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 273.000 m3 | 38.00000 10374.00| 33.07000 9028.11| 35.00000 9555.00 AGGREGATE FOR UNDERDRAINS | | | 0109 718-99153 2510.000 m2 | 1.50000 3765.00| 1.40000 3514.00| 2.00000 5020.00 GEOTEXTILES FOR UNDERDRAIN | | | 0110 726-93524 8.000 EACH| 350.00000 2800.00| 275.97000 2207.76| 425.00000 3400.00 BEARING ASSEMBLY, I | | | 0111 726-93525 8.000 EACH| 1250.00000 10000.00| 1123.91000 8991.28| 800.00000 6400.00 BEARING ASSEMBLY, II | | | 0112 801-06203 2288.000 m | 0.70000 1601.60| 0.66000 1510.08| 0.70000 1601.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0113 801-06207 5260.000 m | 3.00000 15780.00| 3.00000 15780.00| 3.10000 16306.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0114 801-06640 37.000 EACH| 115.00000 4255.00| 115.00000 4255.00| 120.00000 4440.00 CONSTRUCTION SIGN, A | | | 0115 801-06645 4.000 EACH| 50.00000 200.00| 50.00000 200.00| 55.00000 220.00 CONSTRUCTION SIGN, B | | | 0116 801-06775 LUMP| 5000.00000 5000.00| 59036.50000 59036.50| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0117 801-07119 76.800 m | 70.00000 5376.00| 68.36000 5250.05| 75.00000 5760.00 BARRICADE, III-B | | | 0118 802-05701 68.000 m | 33.00000 2244.00| 32.66000 2220.88| 33.00000 2244.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1385672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 802-05702 30.200 m | 32.50000 981.50| 32.06900 968.48| 33.00000 996.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0120 802-07058 13.000 EACH| 130.00000 1690.00| 125.00000 1625.00| 135.00000 1755.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0121 802-07059 8.000 EACH| 90.00000 720.00| 85.00000 680.00| 90.00000 720.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0122 802-07060 9.000 EACH| 115.00000 1035.00| 110.00000 990.00| 115.00000 1035.00 SIGN, SHEET, RELOCATE | | | 0123 802-76035 1.890 m2 | 220.00000 415.80| 214.10000 404.65| 220.00000 415.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0124 808-06712 58.000 m | 1.00000 58.00| 1.00000 58.00| 1.10000 63.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0125 808-06713 3004.000 m | 0.79000 2373.16| 0.79000 2373.16| 0.80000 2403.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0126 808-06714 3965.000 m | 0.79000 3132.35| 0.79000 3132.35| 0.80000 3172.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0127 808-06716 1562.000 m | 2.30000 3592.60| 2.30000 3592.60| 2.50000 3905.00 LINE, REMOVE | | | 0128 808-06723 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 27.00000 108.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0129 808-06724 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 27.00000 108.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0130 808-75035 69.000 m | 1.70000 117.30| 1.70000 117.30| 1.80000 124.20 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0131 808-75996 102.000 EACH| 10.00000 1020.00| 8.50000 867.00| 7.00000 714.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0132 808-75998 144.000 EACH| 32.00000 4608.00| 22.00000 3168.00| 35.00000 5040.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0133 402-07433 245.000 Mg | 48.00000 11760.00| 48.96000 11995.20| 55.00000 13475.00 HMA SURFACE, TYPE B | | | 0134 402-07441 734.000 Mg | 45.00000 33030.00| 36.00000 26424.00| 41.00000 30094.00 HMA BASE, TYPE B | | | 0135 610-07487 876.000 Mg | 55.00000 48180.00| 51.84000 45411.84| 56.00000 49056.00 HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 3,076,354.83| $ 3,181,251.73| $ 3,240,839.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,076,354.83| $ 3,181,251.73| $ 3,240,839.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |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| 45000.00000 45000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1650.00000 19800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 167000.00000 167000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50300.00000 50300.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 6844.000 m2 | 6.00000 41064.00| | PAVEMENT REMOVAL | | | 0006 202-02241 80.000 m | 14.00000 1120.00| | GUARDRAIL, REMOVE | | | 0007 202-02272 460.000 m | 8.00000 3680.00| | PAVED SIDE DITCH, REMOVE | | | 0008 202-51330 LUMP| 35000.00000 35000.00| | PRESENT STRUCTURE, REMOVE | | | 0009 202-51330 LUMP| 1.00000 1.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 4 | | | 0010 202-51330 LUMP| 1.00000 1.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 6 | | | 0011 202-51330 LUMP| 1.00000 1.00| | PRESENT STRUCTURE, REMOVE , STR. NO. 9A | | | 0012 203-02000 11210.000 m3 | 16.75000 187767.50| | EXCAVATION, COMMON | | | 0013 203-02010 2620.000 m3 | 41.75000 109385.00| | EXCAVATION, ROCK | | | 0014 203-02040 42.000 m3 | 50.50000 2121.00| | EXCAVATION, Y | | | 0015 203-02070 32888.000 m3 | 12.70000 417677.60| | BORROW | | | 0016 203-51223 10645.000 m3 | 8.50000 90482.50| | EXCAVATION, WATERWAY | | | 0017 205-03371 100.000 m3 | 7.00000 700.00| | SEDIMENT REMOVE | | | 0018 205-06931 390.600 Mg | 32.00000 12499.20| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06936 29.400 Mg | 94.00000 2763.60| | TEMPORARY SEDIMENT TRAP | | | 0020 205-06937 960.000 m | 5.25000 5040.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 206-51215 82.000 m3 | 124.00000 10168.00| | EXCAVATION, X | | | 0022 206-51220 58.000 m3 | 630.00000 36540.00| | EXCAVATION, WET | | | 0023 206-51230 32.000 m3 | 20.00000 640.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0024 206-93520 54.000 m2 | 107.50000 5805.00| | TEMPORARY SHEET PILING | | | 0025 207-07499 7482.000 m2 | 4.55000 34043.10| | SUBGRADE TREATMENT, TYPE B | | | 0026 211-06467 16.000 m3 | 60.00000 960.00| | AGGREGATE FOR END BENT BACKFILL | | | 0027 211-07454 384.000 m3 | 48.00000 18432.00| | STRUCTURE BACKFILL | | | 0028 213-08058 60.000 m3 | 160.00000 9600.00| | FLOWABLE BACKFILL | | | 0029 302-07455 20.600 m3 | 115.00000 2369.00| | DENSE GRADED SUBBASE | | | 0030 303-01180 3885.000 Mg | 17.00000 66045.00| | COMPACTED AGGREGATE, NO. 53 | | | 0031 303-07662 23.000 Mg | 26.00000 598.00| | STONE , NO. 8 | | | 0032 306-08036 46.000 m2 | 16.25000 747.50| | MILLING, ASPHALT, 50 mm | | | 0033 306-08043 202.000 m2 | 11.25000 2272.50| | MILLING, TRANSITION | | | 0034 401-06264 LUMP| 3200.00000 3200.00| | PROFILOGRAPH, HMA | | | 0035 401-07321 1055.000 Mg | 48.00000 50640.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0036 401-07390 1706.000 Mg | 40.00000 68240.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07407 4723.000 Mg | 35.00000 165305.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0038 401-07423 2032.000 Mg | 41.00000 83312.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0039 401-07429 1625.000 Mg | 46.00000 74750.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0042 404-05511 3251.000 m2 | 2.35000 7639.85| | SEAL COAT, 2 | | | 0043 405-05517 12.600 Mg | 210.00000 2646.00| | ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 406-05520 10.800 Mg | 210.00000 2268.00| | ASPHALT FOR TACK COAT | | | 0045 601-01522 4.000 EACH| 1550.00000 6200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0046 601-01700 1.000 EACH| 1650.00000 1650.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0047 601-07023 16.000 EACH| 6250.00000 100000.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0048 601-94689 5.000 EACH| 2600.00000 13000.00| | GUARDRAIL END TREATMENT, OS | | | 0049 601-99105 360.050 m | 54.00000 19442.70| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 602-06639 337.000 m | 61.00000 20557.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0051 602-06646 483.000 m | 66.00000 31878.00| | TEMPORARY CONCRETE BARRIER | | | 0052 602-06729 16.000 EACH| 8.00000 128.00| | BARRIER DELINEATOR | | | 0053 609-06259 140.600 m2 | 72.00000 10123.20| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0055 611-06497 6.000 EACH| 165.00000 990.00| | MAILBOX ASSEMBLY, SINGLE | | | 0056 611-06498 1.000 EACH| 195.00000 195.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0057 611-95023 5.000 EACH| 100.00000 500.00| | MAILBOX ASSEMBLY, RESET | | | 0058 615-06490 32.000 EACH| 125.00000 4000.00| | RIGHT OF WAY MARKER | | | 0059 615-06500 4.000 EACH| 460.00000 1840.00| | MONUMENT, A | | | 0060 615-06505 2.000 EACH| 475.00000 950.00| | MONUMENT, B | | | 0061 615-06510 1.000 EACH| 415.00000 415.00| | MONUMENT, C | | | 0062 616-02320 5820.000 m2 | 1.95000 11349.00| | GEOTEXTILES | | | 0063 616-06405 2377.000 Mg | 15.50000 36843.50| | RIPRAP, REVETMENT | | | 0064 616-06451 1704.000 Mg | 20.00000 34080.00| | RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 619-04414 4.000 EACH| 250.00000 1000.00| | DRAIN EXTENSION | | | 0066 621-01004 2.000 EACH| 625.00000 1250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02468 400.000 kg | 7.25000 2900.00| | SEED MIXTURE, GRASS, 1 | | | 0068 621-02770 4119.000 m2 | 1.70000 7002.30| | EROSION CONTROL BLANKET | | | 0069 621-06545 2.600 Mg | 585.00000 1521.00| | FERTILIZER | | | 0070 621-06548 26.000 kg | 73.00000 1898.00| | SEED MIXTURE, CV | | | 0071 621-06553 90.000 kg | 6.40000 576.00| | SEED MIXTURE, R | | | 0072 621-06557 207.000 kg | 4.75000 983.25| | SEED MIXTURE, T | | | 0073 621-06565 21.000 Mg | 440.00000 9240.00| | MULCHING MATERIAL | | | 0074 621-06567 93.000 kL | 1.10000 102.30| | WATER | | | 0075 621-06574 35.000 m2 | 4.75000 166.25| | SODDING | | | 0076 621-06575 5120.000 m2 | 4.75000 24320.00| | SODDING, NURSERY | | | 0077 622-52436 6.000 EACH| 33.00000 198.00| | SIGN, DO NOT MOW OR SPRAY | | | 0078 622-91786 170.000 EACH| 9.15000 1555.50| | SEEDLING | | | 0079 622-98200 24.000 EACH| 33.00000 792.00| | SIGN, DO NOT DISTURB | | | 0080 701-51195 58.800 m | 125.00000 7350.00| | PILE, STEEL H, HP 310 X 79 | | | 0081 701-91792 8.000 EACH| 100.00000 800.00| | PILE TIP, STEEL H | | | 0082 701-93633 9.800 m | 500.00000 4900.00| | OVERSIZED PREDRILLED PILE HOLES | | | 0083 701-98856 12.000 m | 500.00000 6000.00| | CORED HOLE IN ROCK, 508 mm | | | 0084 702-51005 94.400 m3 | 800.00000 75520.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 702-51015 24.800 m3 | 250.00000 6200.00| | CONCRETE, B, FOOTINGS | | | 0086 702-51110 585.000 kg | 5.50000 3217.50| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0087 702-93722 23.400 m3 | 225.00000 5265.00| | CONCRETE, C | | | 0088 703-51030 9350.000 kg | 1.45000 13557.50| | REINFORCING STEEL | | | 0089 703-51032 67148.000 kg | 1.65000 110794.20| | REINFORCING STEEL, EPOXY COATED | | | 0090 704-51002 222.700 m3 | 620.00000 138074.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0091 706-05732 4.000 EACH| 1350.00000 5400.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0092 706-51020 38.400 m3 | 550.00000 21120.00| | CONCRETE, C, RAILING | | | 0093 709-51821 LUMP| 6500.00000 6500.00| | SURFACE SEAL | | | 0094 711-51038 LUMP| 247863.00000 247863.00| | STRUCTURAL STEEL | | | 0095 714-26708 42.000 m | 1625.00000 68250.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 1200 mm | | | 0096 715-05048 1357.000 m | 17.00000 23069.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0097 715-05053 115.800 m | 60.00000 6948.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0098 715-05171 65.300 m | 85.00000 5550.50| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0099 715-05173 29.000 m | 92.50000 2682.50| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0100 715-05407 42.200 m | 18.50000 780.70| | PIPE, END BENT DRAIN, 150 mm | | | 0101 715-46010 12.000 EACH| 225.00000 2700.00| | PIPE END SECTION, 450 mm | | | 0102 715-46020 2.000 EACH| 325.00000 650.00| | PIPE END SECTION, 600 mm | | | 0103 715-46040 6.000 EACH| 600.00000 3600.00| | PIPE END SECTION, 900 mm | | | 0104 716-07635 152.900 m | 1125.00000 172012.50| | PIPE INSTALLATION, TRENCHLESS, 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 718-06529 10.000 EACH| 485.00000 4850.00| | OUTLET PROTECTOR, 2 | | | 0106 718-06531 6.000 EACH| 465.00000 2790.00| | OUTLET PROTECTOR, 3 | | | 0107 718-06532 1000.000 m | 3.25000 3250.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0108 718-52610 273.000 m3 | 32.25000 8804.25| | AGGREGATE FOR UNDERDRAINS | | | 0109 718-99153 2510.000 m2 | 1.25000 3137.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0110 726-93524 8.000 EACH| 175.00000 1400.00| | BEARING ASSEMBLY, I | | | 0111 726-93525 8.000 EACH| 675.00000 5400.00| | BEARING ASSEMBLY, II | | | 0112 801-06203 2288.000 m | 1.35000 3088.80| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0113 801-06207 5260.000 m | 3.10000 16306.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0114 801-06640 37.000 EACH| 180.00000 6660.00| | CONSTRUCTION SIGN, A | | | 0115 801-06645 4.000 EACH| 35.00000 140.00| | CONSTRUCTION SIGN, B | | | 0116 801-06775 LUMP| 65000.00000 65000.00| | MAINTAINING TRAFFIC | | | 0117 801-07119 76.800 m | 45.00000 3456.00| | BARRICADE, III-B | | | 0118 802-05701 68.000 m | 34.90000 2373.20| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0119 802-05702 30.200 m | 23.10000 697.62| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0120 802-07058 13.000 EACH| 70.00000 910.00| | SIGN, SHEET ASSEMBLY, RELOCATE | | | 0121 802-07059 8.000 EACH| 25.00000 200.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0122 802-07060 9.000 EACH| 70.00000 630.00| | SIGN, SHEET, RELOCATE | | | 0123 802-76035 1.890 m2 | 210.00000 396.90| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 511 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,480,432.42 ROUTE : SR 3 CALL ORDER : 511 CONTRACT ID : B -25085-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 808-06712 58.000 m | 0.38000 22.04| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0125 808-06713 3004.000 m | 0.38000 1141.52| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0126 808-06714 3965.000 m | 0.38000 1506.70| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0127 808-06716 1562.000 m | 1.30000 2030.60| | LINE, REMOVE | | | 0128 808-06723 4.000 EACH| 60.00000 240.00| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0129 808-06724 4.000 EACH| 80.00000 320.00| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0130 808-75035 69.000 m | 9.75000 672.75| | LINE, PAINT, SOLID, WHITE, 600 mm | | | 0131 808-75996 102.000 EACH| 9.25000 943.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0132 808-75998 144.000 EACH| 23.75000 3420.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0133 402-07433 245.000 Mg | 55.00000 13475.00| | HMA SURFACE, TYPE B | | | 0134 402-07441 734.000 Mg | 40.00000 29360.00| | HMA BASE, TYPE B | | | 0135 610-07487 876.000 Mg | 58.00000 50808.00| | HMA FOR APPROACHES, TYPE B | | | SECTION TOTALS | $ 3,357,505.13| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,357,505.13| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,105,882.77 ROUTE : SR 49 CALL ORDER : 521 CONTRACT ID : B -27279-A COUNTIES : PORTER LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/15/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4364015 4364015 4364015 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,054,046.80 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 3,136,220.11 102.6906% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 3,331,313.06 109.0786% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1106884 |(3) 35-1582109 |AMERICAN CONTRACTING & SERVI|ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION 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| 15000.00000 15000.00| 17000.00000 17000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 13.000 MOS | 1700.00000 22100.00| 2300.00000 29900.00| 2500.00000 32500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 150000.00000 150000.00| 155000.00000 155000.00| 165000.00000 165000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 2763.000 SYS | 25.00000 69075.00| 11.20000 30945.60| 10.00000 27630.00 PAVEMENT REMOVAL | | | 0005 202-02241 3753.000 LFT | 3.00000 11259.00| 2.90000 10883.70| 2.90000 10883.70 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 80000.00000 80000.00| 89000.00000 89000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0007 202-51328 LUMP| 80000.00000 80000.00| 89000.00000 89000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0008 202-51328 LUMP| 55000.00000 55000.00| 46000.00000 46000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0009 202-51328 LUMP| 55000.00000 55000.00| 46000.00000 46000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0010 202-51328 LUMP| 50000.00000 50000.00| 46000.00000 46000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,105,882.77 ROUTE : SR 49 CALL ORDER : 521 CONTRACT ID : B -27279-A COUNTIES : PORTER LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1106884 |(3) 35-1582109 |AMERICAN CONTRACTING & SERVI|ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-51328 LUMP| 50000.00000 50000.00| 46000.00000 46000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0012 202-51822 234.000 SYS | 11.00000 2574.00| 3.92000 917.28| 10.00000 2340.00 BRIDGE DECK OVERLAY, REMOVE | | | 0013 203-90014 5.300 STA | 650.00000 3445.00| 1418.00000 7515.40| 1000.00000 5300.00 LINEAR GRADING , STR. NO. 1 | | | 0014 203-90014 5.300 STA | 650.00000 3445.00| 1418.00000 7515.40| 1000.00000 5300.00 LINEAR GRADING , STR. NO. 2 | | | 0015 203-90014 6.600 STA | 650.00000 4290.00| 1418.00000 9358.80| 1000.00000 6600.00 LINEAR GRADING , STR. NO. 3 | | | 0016 203-90014 5.300 STA | 650.00000 3445.00| 1418.00000 7515.40| 1000.00000 5300.00 LINEAR GRADING , STR. NO. 4 | | | 0017 203-90014 4.800 STA | 650.00000 3120.00| 1418.00000 6806.40| 1000.00000 4800.00 LINEAR GRADING , STR. NO. 5 | | | 0018 203-90014 4.800 STA | 650.00000 3120.00| 1418.00000 6806.40| 1000.00000 4800.00 LINEAR GRADING , STR. NO. 6 | | | 0020 302-07455 561.000 CYS | 35.00000 19635.00| 32.65000 18316.65| 35.00000 19635.00 DENSE GRADED SUBBASE | | | 0022 306-08043 1395.000 SYS | 3.50000 4882.50| 3.50000 4882.50| 12.00000 16740.00 MILLING, TRANSITION | | | 0023 406-05521 5245.000 SYS | 0.50000 2622.50| 0.45000 2360.25| 0.45000 2360.25 ASPHALT FOR TACK COAT | | | 0024 502-06329 1328.000 SYS | 65.00000 86320.00| 50.35000 66864.80| 45.00000 59760.00 PCCP, 12 IN. | | | 0025 503-05310 601.000 LFT | 125.00000 75125.00| 95.00000 57095.00| 120.00000 72120.00 TERMINAL JOINT | | | 0026 601-01522 12.000 EACH| 1600.00000 19200.00| 1540.00000 18480.00| 1540.00000 18480.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02205 12.000 EACH| 1600.00000 19200.00| 1525.00000 18300.00| 1525.00000 18300.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0028 601-02206 1950.000 LFT | 6.50000 12675.00| 5.85000 11407.50| 5.85000 11407.50 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN.| | | SPACING | | | 0029 601-07024 2.000 EACH| 9000.00000 18000.00| 8000.00000 16000.00| 8000.00000 16000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0030 601-94689 6.000 EACH| 2250.00000 13500.00| 2100.00000 12600.00| 2100.00000 12600.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-94690 6.000 EACH| 3750.00000 22500.00| 3600.00000 21600.00| 3600.00000 21600.00 GUARDRAIL END TREATMENT, MS | | | 0032 601-97080 12.000 EACH| 2250.00000 27000.00| 2075.00000 24900.00| 2075.00000 24900.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,105,882.77 ROUTE : SR 49 CALL ORDER : 521 CONTRACT ID : B -27279-A COUNTIES : PORTER LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1106884 |(3) 35-1582109 |AMERICAN CONTRACTING & SERVI|ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99105 1975.000 LFT | 15.00000 29625.00| 13.05000 25773.75| 13.05000 25773.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 602-06729 80.000 EACH| 9.00000 720.00| 4.05000 324.00| 7.00000 560.00 BARRIER DELINEATOR | | | 0035 609-06259 2283.000 SYS | 70.00000 159810.00| 50.37000 114994.71| 55.00000 125565.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0036 610-07487 2578.000 TON | 41.00000 105698.00| 39.95000 102991.10| 39.95000 102991.10 HMA FOR APPROACHES, TYPE B | | | 0037 611-52817 1.000 EACH| 75000.00000 75000.00| 48000.00000 48000.00| 20000.00000 20000.00 TEMPORARY CROSSOVER, B | | | 0038 619-04414 12.000 EACH| 140.00000 1680.00| 202.00000 2424.00| 200.00000 2400.00 DRAIN EXTENSION | | | 0039 619-61505 LUMP| 11000.00000 11000.00| 15000.00000 15000.00| 15000.00000 15000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 1 | | | 0040 619-61505 LUMP| 11000.00000 11000.00| 15000.00000 15000.00| 15000.00000 15000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 2 | | | 0041 619-61505 LUMP| 11000.00000 11000.00| 12000.00000 12000.00| 12000.00000 12000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 3 | | | 0042 619-61505 LUMP| 6500.00000 6500.00| 12000.00000 12000.00| 12000.00000 12000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 4 | | | 0043 619-61505 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 5 | | | 0044 619-61505 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 6 | | | 0045 619-93423 LUMP| 350.00000 350.00| 1500.00000 1500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR. NO. 1 | | | 0046 619-93423 LUMP| 350.00000 350.00| 1500.00000 1500.00| 1500.00000 1500.00 POLLUTION CONTROL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,105,882.77 ROUTE : SR 49 CALL ORDER : 521 CONTRACT ID : B -27279-A COUNTIES : PORTER LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1106884 |(3) 35-1582109 |AMERICAN CONTRACTING & SERVI|ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 619-93423 LUMP| 350.00000 350.00| 1000.00000 1000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR. NO. 3 | | | 0048 619-93423 LUMP| 350.00000 350.00| 1000.00000 1000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR. NO. 4 | | | 0049 619-93423 LUMP| 350.00000 350.00| 1000.00000 1000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR. NO. 5 | | | 0050 619-93423 LUMP| 350.00000 350.00| 1000.00000 1000.00| 1000.00000 1000.00 POLLUTION CONTROL , STR. NO. 6 | | | 0051 621-01004 6.000 EACH| 550.00000 3300.00| 500.00000 3000.00| 500.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-06559 5035.000 SYS | 2.00000 10070.00| 1.90000 9566.50| 1.90000 9566.50 MULCHED SEEDING, R | | | 0053 702-51005 85.000 CYS | 375.00000 31875.00| 505.00000 42925.00| 390.00000 33150.00 CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51863 147.000 EACH| 12.00000 1764.00| 6.50000 955.50| 7.50000 1102.50 FIELD DRILLED HOLE IN CONCRETE | | | 0055 702-90522 12.000 EACH| 1000.00000 12000.00| 242.00000 2904.00| 450.00000 5400.00 ROADWAY DRAINS, RESET | | | 0056 703-51030 6258.000 LBS | 0.90000 5632.20| 0.87000 5444.46| 1.00000 6258.00 REINFORCING STEEL | | | 0057 703-51032 235622.000 LBS | 1.10000 259184.20| 0.92000 216772.24| 1.20000 282746.40 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 537.400 CYS | 550.00000 295570.00| 600.00000 322440.00| 685.00000 368119.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-05732 24.000 EACH| 1200.00000 28800.00| 1564.00000 37536.00| 1700.00000 40800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | , MODIFIED | | | 0060 706-51020 40.000 CYS | 1000.00000 40000.00| 695.00000 27800.00| 1050.00000 42000.00 CONCRETE, C, RAILING | | | 0061 709-51821 LUMP| 2750.00000 2750.00| 2300.00000 2300.00| 2400.00000 2400.00 SURFACE SEAL , STR. NO. 1 | | | 0062 709-51821 LUMP| 2750.00000 2750.00| 2320.00000 2320.00| 2400.00000 2400.00 SURFACE SEAL , STR. NO. 2 | | | 0063 709-51821 LUMP| 2000.00000 2000.00| 1665.00000 1665.00| 1800.00000 1800.00 SURFACE SEAL , STR. NO. 3 | | | 0064 709-51821 LUMP| 2000.00000 2000.00| 1665.00000 1665.00| 1800.00000 1800.00 SURFACE SEAL , STR. NO. 4 | | | 0065 709-51821 LUMP| 1400.00000 1400.00| 1200.00000 1200.00| 1400.00000 1400.00 SURFACE SEAL , STR. NO. 5 | | | 0066 709-51821 LUMP| 1400.00000 1400.00| 1200.00000 1200.00| 1400.00000 1400.00 SURFACE SEAL , STR. NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,105,882.77 ROUTE : SR 49 CALL ORDER : 521 CONTRACT ID : B -27279-A COUNTIES : PORTER LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1106884 |(3) 35-1582109 |AMERICAN CONTRACTING & SERVI|ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 710-51864 4292.000 EACH| 19.00000 81548.00| 16.00000 68672.00| 17.45000 74895.40 FIELD DRILLED HOLE | | | 0068 711-51038 LUMP| 85000.00000 85000.00| 60000.00000 60000.00| 100000.00000 100000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0069 711-51038 LUMP| 85000.00000 85000.00| 60000.00000 60000.00| 100000.00000 100000.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0070 711-51877 LUMP| 8000.00000 8000.00| 20160.00000 20160.00| 10000.00000 10000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 1 | | | 0071 711-51877 LUMP| 8000.00000 8000.00| 20160.00000 20160.00| 10000.00000 10000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 2 | | | 0072 711-51877 LUMP| 8000.00000 8000.00| 20160.00000 20160.00| 10000.00000 10000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 3 | | | 0073 711-51877 LUMP| 8000.00000 8000.00| 20160.00000 20160.00| 10000.00000 10000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 4 | | | 0074 711-51877 LUMP| 8000.00000 8000.00| 20160.00000 20160.00| 10000.00000 10000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 5 | | | 0075 711-51877 LUMP| 8000.00000 8000.00| 20160.00000 20160.00| 10000.00000 10000.00 JACKING AND SUPPORTING BEAMS , STR. NO. | | | 6 | | | 0076 722-51401 4830.000 SFT | 5.00000 24150.00| 36.50000 176295.00| 40.00000 193200.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0077 722-51842 7984.000 SYS | 33.00000 263472.00| 37.50000 299400.00| 50.00000 399200.00 BRIDGE DECK OVERLAY | | | 0078 722-51846 79.000 CYS | 330.00000 26070.00| 330.00000 26070.00| 330.00000 26070.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0079 722-51852 6960.000 SFT | 2.00000 13920.00| 11.66000 81153.60| 21.00000 146160.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0080 722-60824 7824.000 SYS | 3.50000 27384.00| 3.47000 27149.28| 9.50000 74328.00 SURFACE MILLING | | | 0081 801-06207 54698.000 LFT | 0.80000 43758.40| 0.80000 43758.40| 0.76000 41570.48 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0082 801-06586 2805.000 LFT | 0.50000 1402.50| 0.29000 813.45| 0.49000 1374.45 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0083 801-06625 11.000 EACH| 90.00000 990.00| 176.00000 1936.00| 80.00000 880.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,105,882.77 ROUTE : SR 49 CALL ORDER : 521 CONTRACT ID : B -27279-A COUNTIES : PORTER LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1106884 |(3) 35-1582109 |AMERICAN CONTRACTING & SERVI|ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 801-06640 130.000 EACH| 135.00000 17550.00| 151.00000 19630.00| 125.00000 16250.00 CONSTRUCTION SIGN, A | | | 0085 801-06645 24.000 EACH| 55.00000 1320.00| 32.00000 768.00| 55.00000 1320.00 CONSTRUCTION SIGN, B | | | 0086 801-06775 LUMP| 75000.00000 75000.00| 34500.00000 34500.00| 45011.02000 45011.02 MAINTAINING TRAFFIC | | | 0087 801-07118 456.000 LFT | 9.00000 4104.00| 20.10000 9165.60| 8.00000 3648.00 BARRICADE, III-A | | | 0088 801-07119 72.000 LFT | 13.00000 936.00| 27.30000 1965.60| 12.00000 864.00 BARRICADE, III-B | | | 0089 801-09133 4.000 EACH| 6000.00000 24000.00| 7838.00000 31352.00| 5500.00000 22000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0090 808-06713 3022.000 LFT | 0.35000 1057.70| 0.12000 362.64| 0.12000 362.64 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0091 808-06714 5590.000 LFT | 0.35000 1956.50| 0.12000 670.80| 0.12000 670.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0092 808-06716 1843.000 LFT | 0.55000 1013.65| 0.45000 829.35| 0.53000 976.79 LINE, REMOVE | | | 0093 808-75007 7431.000 LFT | 0.55000 4087.05| 0.17000 1263.27| 0.17000 1263.27 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0094 808-75996 105.000 EACH| 8.00000 840.00| 25.00000 2625.00| 11.52000 1209.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0095 808-75998 105.000 EACH| 50.00000 5250.00| 19.00000 1995.00| 19.00000 1995.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0096 211-06467 227.000 CYS | 50.00000 11350.00| 30.30000 6878.10| 33.00000 7491.00 AGGREGATE FOR END BENT BACKFILL | | | 0097 306-08041 2973.000 SYS | 3.50000 10405.50| 3.50000 10405.50| 8.00000 23784.00 MILLING, CONCRETE PAVEMENT | | | 0098 601-99108 750.000 LFT | 21.00000 15750.00| 19.25000 14437.50| 19.25000 14437.50 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0099 602-06639 120.000 LFT | 35.00000 4200.00| 24.25000 2910.00| 30.00000 3600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0100 602-06646 200.000 LFT | 42.00000 8400.00| 22.75000 4550.00| 28.00000 5600.00 TEMPORARY CONCRETE BARRIER | | | 0101 616-02320 721.000 SYS | 3.50000 2523.50| 3.00000 2163.00| 2.25000 1622.25 GEOTEXTILES | | | 0102 711-04702 10528.000 IN | 3.00000 31584.00| 2.50000 26320.00| 1.50000 15792.00 PEEN WELD | | | 0103 711-96479 576.000 EACH| 8.00000 4608.00| 9.75000 5616.00| 7.38000 4250.88 BOLT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,105,882.77 ROUTE : SR 49 CALL ORDER : 521 CONTRACT ID : B -27279-A COUNTIES : PORTER LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-1106884 |(3) 35-1582109 |AMERICAN CONTRACTING & SERVI|ELLAS CONSTRUCTION COMPANY, |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 801-06710 180.000 DAY | 15.00000 2700.00| 10.00000 1800.00| 13.00000 2340.00 FLASHING ARROW SIGN | | | 0105 801-06469 2804.000 LFT | 1.50000 4206.00| 1.92000 5383.68| 1.44000 4037.76 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0106 808-06711 996.000 LFT | 0.35000 348.60| 0.25000 249.00| 0.12000 119.52 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | SECTION TOTALS | $ 3,054,046.80| $ 3,136,220.11| $ 3,331,313.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,054,046.80| $ 3,136,220.11| $ 3,331,313.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,138.00 ROUTE : SR 49 CALL ORDER : 531 CONTRACT ID : B -27378-A COUNTIES : JASPER LETTING DATE : 06/22/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/22/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4337010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 591,614.20 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 655,592.37 110.8141% ==================================================================================================================================== |(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 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2200.00000 19800.00| 2000.00000 18000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 32000.00000 32000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 1200.00000 1200.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 35000.00000 35000.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-74035 4.000 EACH| 100.00000 400.00| 50.96000 203.84| SIGN, REMOVE | | | 0007 203-02000 3004.000 CYS | 8.00000 24032.00| 9.91000 29769.64| EXCAVATION, COMMON | | | 0008 204-02295 2.000 EACH| 3000.00000 6000.00| 7500.00000 15000.00| PIEZOMETER , VW TYPE | | | 0009 205-04931 4.000 EACH| 500.00000 2000.00| 521.86000 2087.44| SEDIMENT TRAP | | | 0010 205-06931 31.800 TON | 40.00000 1272.00| 48.55000 1543.89| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 39.000 LFT | 23.00000 897.00| 19.00000 741.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 385.000 LFT | 3.40000 1309.00| 2.44000 939.40| TEMPORARY SILT FENCE | | | 0013 207-07502 2092.000 SYS | 10.00000 20920.00| 3.57000 7468.44| SUBGRADE TREATMENT, TYPE D | | | 0014 210-07857 1.000 EACH| 5000.00000 5000.00| 5714.28000 5714.28| INCLINOMETER CASING, 82.0 LFT, INSTALLED| | | 0015 211-07454 7.800 CYS | 30.00000 234.00| 26.21000 204.44| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,138.00 ROUTE : SR 49 CALL ORDER : 531 CONTRACT ID : B -27378-A COUNTIES : JASPER LETTING DATE : 06/22/04 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 213-08058 14.400 CYS | 140.00000 2016.00| 100.00000 1440.00| FLOWABLE BACKFILL | | | 0017 301-07448 614.900 TON | 22.00000 13527.80| 15.31000 9414.12| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 302-07455 50.400 CYS | 30.00000 1512.00| 32.62000 1644.05| DENSE GRADED SUBBASE | | | 0019 306-08043 220.000 SYS | 22.00000 4840.00| 4.00000 880.00| MILLING, TRANSITION | | | 0020 402-07432 88.700 TON | 67.00000 5942.90| 56.50000 5011.55| HMA SURFACE, TYPE A | | | 0021 402-07433 154.300 TON | 67.00000 10338.10| 56.50000 8717.95| HMA SURFACE, TYPE B | | | 0022 402-07438 192.400 TON | 56.00000 10774.40| 46.00000 8850.40| HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 639.600 TON | 52.00000 33259.20| 40.00000 25584.00| HMA BASE, TYPE B | | | 0024 404-05511 538.000 SYS | 3.00000 1614.00| 2.00000 1076.00| SEAL COAT, 2 | | | 0025 405-05518 538.000 SYS | 1.00000 538.00| 0.70000 376.60| ASPHALT FOR PRIME COAT | | | 0026 406-05520 1.300 TON | 350.00000 455.00| 300.00000 390.00| ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 1708.00000 6832.00| 1525.00000 6100.00| GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01846 1.000 EACH| 1792.00000 1792.00| 1600.00000 1600.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-94689 3.000 EACH| 2380.00000 7140.00| 2125.00000 6375.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH| 1200.00000 1200.00| 925.00000 925.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 468.750 LFT | 15.00000 7031.25| 13.25000 6210.94| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 602-06729 8.000 EACH| 15.00000 120.00| 7.43000 59.44| BARRIER DELINEATOR | | | 0033 603-02969 LUMP| 1600.00000 1600.00| 751.14000 751.14| GATE, RELOCATE | | | 0034 609-06259 216.900 SYS | 50.00000 10845.00| 50.00000 10845.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,138.00 ROUTE : SR 49 CALL ORDER : 531 CONTRACT ID : B -27378-A COUNTIES : JASPER LETTING DATE : 06/22/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 615-06490 8.000 EACH| 130.00000 1040.00| 294.56000 2356.48| RIGHT OF WAY MARKER | | | 0036 615-06505 1.000 EACH| 650.00000 650.00| 294.56000 294.56| MONUMENT, B | | | 0037 616-02320 906.000 SYS | 4.00000 3624.00| 1.93000 1748.58| GEOTEXTILES | | | 0038 616-06405 640.500 TON | 24.00000 15372.00| 27.33000 17504.87| RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 600.00000 600.00| 500.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06545 0.400 TON | 700.00000 280.00| 618.00000 247.20| FERTILIZER | | | 0041 621-06548 11.000 LBS | 40.00000 440.00| 25.00000 275.00| SEED MIXTURE, CV | | | 0042 621-06553 184.000 LBS | 4.00000 736.00| 3.25000 598.00| SEED MIXTURE, R | | | 0043 621-06555 58.000 LBS | 16.00000 928.00| 13.08000 758.64| SEED MIXTURE, P | | | 0044 621-06565 2.200 TON | 600.00000 1320.00| 471.00000 1036.20| MULCHING MATERIAL | | | 0045 621-06567 0.200 MG | 3.00000 0.60| 2.50000 0.50| WATER | | | 0046 621-06574 55.300 SYS | 24.00000 1327.20| 18.75000 1036.88| SODDING | | | 0047 621-52448 4.000 EACH| 40.00000 160.00| 25.00000 100.00| SIGN, DO NOT SPRAY | | | 0048 622-98200 4.000 EACH| 40.00000 160.00| 25.00000 100.00| SIGN, DO NOT DISTURB | | | 0049 701-04732 574.000 LFT | 60.00000 34440.00| 64.49000 37017.26| PILE , CONCRETE, STEEL SHELL ENCASED, | | | 0.375 IN. | | | 0050 701-06011 4.000 EACH| 3000.00000 12000.00| 7495.76000 29983.04| DYNAMIC PILE LOAD TEST | | | 0051 701-06012 24.000 EACH| 500.00000 12000.00| 2011.98000 48287.52| TEST PILE, RESTRIKE | | | 0052 701-08152 1.000 EACH| 5000.00000 5000.00| 23118.41000 23118.41| STATIC PILE LOAD TEST | | | 0053 701-08153 1.000 EACH| 5000.00000 5000.00| 2657.15000 2657.15| SUBSEQUENT STATIC PILE LOAD TEST | | | 0054 701-08154 1.000 EACH| 5000.00000 5000.00| 12209.43000 12209.43| LATERAL PILE LOAD TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,138.00 ROUTE : SR 49 CALL ORDER : 531 CONTRACT ID : B -27378-A COUNTIES : JASPER LETTING DATE : 06/22/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 701-96089 1284.000 LFT | 40.00000 51360.00| 51.81000 66524.04| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0056 701-98649 168.000 LFT | 60.00000 10080.00| 118.64000 19931.52| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.250 IN., 14 | | | IN. | | | 0057 703-51030 27291.000 LBS | 0.75000 20468.25| 0.92000 25107.72| REINFORCING STEEL | | | 0058 703-51032 17580.000 LBS | 1.00000 17580.00| 1.08000 18986.40| REINFORCING STEEL, EPOXY COATED | | | 0059 704-51002 166.600 CYS | 450.00000 74970.00| 437.48000 72884.17| CONCRETE, C, SUPERSTRUCTURE | | | 0060 706-05732 4.000 EACH| 1600.00000 6400.00| 1676.11000 6704.44| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0061 706-51020 15.400 CYS | 650.00000 10010.00| 643.46000 9909.28| CONCRETE, C, RAILING | | | 0062 709-51821 LUMP| 2500.00000 2500.00| 1800.00000 1800.00| SURFACE SEAL | | | 0063 715-05048 100.000 LFT | 12.00000 1200.00| 5.00000 500.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0064 715-05049 100.000 LFT | 12.00000 1200.00| 7.00000 700.00| PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0065 715-05051 100.000 LFT | 13.00000 1300.00| 9.00000 900.00| PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0066 715-05171 162.000 LFT | 18.00000 2916.00| 30.20000 4892.40| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0067 715-46010 6.000 EACH| 140.00000 840.00| 273.77000 1642.62| PIPE END SECTION, 18 IN. | | | 0068 801-04308 4.000 EACH| 400.00000 1600.00| 220.00000 880.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06625 30.000 EACH| 70.00000 2100.00| 54.00000 1620.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0070 801-06640 24.000 EACH| 100.00000 2400.00| 79.00000 1896.00| CONSTRUCTION SIGN, A | | | 0071 801-06775 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0072 801-07118 96.000 LFT | 8.00000 768.00| 5.00000 480.00| BARRICADE, III-A | | | 0073 801-07119 48.000 LFT | 8.00000 384.00| 6.00000 288.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 531 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 600,138.00 ROUTE : SR 49 CALL ORDER : 531 CONTRACT ID : B -27378-A COUNTIES : JASPER LETTING DATE : 06/22/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 804-06725 12.000 EACH| 23.00000 276.00| 15.00000 180.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0075 808-06712 250.000 LFT | 0.77000 192.50| 0.65000 162.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0076 808-06713 1000.000 LFT | 0.75000 750.00| 0.65000 650.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 591,614.20| $ 655,592.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 591,614.20| $ 655,592.37| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 537 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,671.24 ROUTE : CR 100E CALL ORDER : 537 CONTRACT ID : B -27436-B COUNTIES : OWEN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 105 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9960019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 713,100.41 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 872,860.45 122.4035% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 | |CLR, INC. |DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TRUSS BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 8350.00000 8350.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1735.00000 19085.00| 1500.00000 16500.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35650.00000 35650.00| 37500.00000 37500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7125.00000 7125.00| 7500.00000 7500.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 153.000 LFT | 9.70000 1484.10| 5.00000 765.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 34000.00000 34000.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-62420 122.000 LFT | 6.00000 732.00| 5.00000 610.00| BRIDGE RAILING, REMOVE | | | 0008 202-74045 2.000 EACH| 198.00000 396.00| 100.00000 200.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0009 202-99187 300.000 LFT | 2.50000 750.00| 3.00000 900.00| FENCE, FARM FIELD, REMOVE | | | 0010 203-02055 350.000 CYS | 25.00000 8750.00| 22.00000 7700.00| EMBANKMENT | | | 0011 205-06931 4.800 TON | 135.00000 648.00| 50.00000 240.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06937 788.000 LFT | 2.70000 2127.60| 1.00000 788.00| TEMPORARY SILT FENCE | | | 0013 206-51230 95.000 CYS | 65.00000 6175.00| 100.00000 9500.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 210-06757 LUMP| 42700.00000 42700.00| 60000.00000 60000.00| RECONSTRUCT STONEWORK | | | 0015 211-07454 0.900 CYS | 335.00000 301.50| 100.00000 90.00| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 537 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,671.24 ROUTE : CR 100E CALL ORDER : 537 CONTRACT ID : B -27436-B COUNTIES : OWEN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 | |CLR, INC. |DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 213-08058 30.000 CYS | 120.00000 3600.00| 150.00000 4500.00| FLOWABLE BACKFILL | | | 0017 301-07448 430.000 TON | 18.75000 8062.50| 18.00000 7740.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-01180 60.000 TON | 42.00000 2520.00| 18.00000 1080.00| COMPACTED AGGREGATE, NO. 53 | | | 0019 402-07432 65.000 TON | 94.00000 6110.00| 95.00000 6175.00| HMA SURFACE, TYPE A | | | 0020 402-07435 110.000 TON | 68.00000 7480.00| 68.00000 7480.00| HMA INTERMEDIATE, TYPE A | | | 0021 404-05514 175.000 SYS | 9.95000 1741.25| 10.00000 1750.00| SEAL COAT, 5 | | | 0022 405-05518 925.000 SYS | 0.80000 740.00| 0.90000 832.50| ASPHALT FOR PRIME COAT | | | 0023 406-05521 905.000 SYS | 0.10000 90.50| 0.11000 99.55| ASPHALT FOR TACK COAT | | | 0024 601-01846 2.000 EACH| 1650.00000 3300.00| 1650.00000 3300.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-02800 4.000 EACH| 1625.00000 6500.00| 1622.00000 6488.00| GUARDRAIL TRANSITION, TGT | | | 0026 601-06037 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| GUARDRAIL END TREATMENT, I | | | 0027 601-99105 212.500 LFT | 14.50000 3081.25| 14.50000 3081.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 603-06040 260.000 LFT | 12.15000 3159.00| 12.00000 3120.00| FENCE, FARM FIELD, 47 IN. | | | 0029 603-06052 1.000 EACH| 1700.00000 1700.00| 1705.00000 1705.00| FENCE GATE, FARM FIELD, 47 IN. X 12 FT. | | | 0030 603-06060 44.000 LFT | 17.00000 748.00| 13.50000 594.00| FENCE, FARM FIELD, RESET | | | 0031 610-07486 31.000 TON | 105.00000 3255.00| 105.00000 3255.00| HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 2.000 EACH| 188.00000 376.00| 150.00000 300.00| MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06530 1.000 EACH| 625.00000 625.00| 632.00000 632.00| POST, BENCHMARK | | | 0034 616-02320 102.000 SYS | 6.00000 612.00| 5.00000 510.00| GEOTEXTILES | | | 0035 616-06451 28.000 TON | 60.00000 1680.00| 25.00000 700.00| RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 537 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,671.24 ROUTE : CR 100E CALL ORDER : 537 CONTRACT ID : B -27436-B COUNTIES : OWEN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 | |CLR, INC. |DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 619-05926 LUMP| 600.00000 600.00| 15000.00000 15000.00| ENVIRONMENTAL CONTROL | | | 0037 619-51859 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| PAINT STEEL BRIDGE | | | 0038 619-61000 LUMP| 87000.00000 87000.00| 90000.00000 90000.00| CLEAN STEEL BRIDGE | | | 0039 621-01004 2.000 EACH| 200.00000 400.00| 250.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06548 5.000 LBS | 66.00000 330.00| 30.00000 150.00| SEED MIXTURE, CV | | | 0041 621-06559 2520.000 SYS | 0.55000 1386.00| 0.70000 1764.00| MULCHED SEEDING, R | | | 0042 622-52436 2.000 EACH| 30.00000 60.00| 33.00000 66.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 701-05780 21.700 CYS | 99.50000 2159.15| 600.00000 13020.00| DRILLED SHAFT CONCRETE | | | 0044 701-05781 21.700 CYS | 1175.00000 25497.50| 1325.00000 28752.50| UNCLASSIFIED SHAFT EXCAVATION | | | 0045 701-05783 1.000 HRS | 1750.00000 1750.00| 600.00000 600.00| OBSTRUCTIONS | | | 0046 701-05785 10.000 LFT | 390.00000 3900.00| 520.00000 5200.00| EXPLORATION (SHAFT EXCAVATION) | | | 0047 701-05787 LUMP| 12000.00000 12000.00| 20000.00000 20000.00| INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION | | | 0048 702-51005 19.800 CYS | 1065.00000 21087.00| 1000.00000 19800.00| CONCRETE, A, SUBSTRUCTURE | | | 0049 702-51863 36.000 EACH| 20.00000 720.00| 30.00000 1080.00| FIELD DRILLED HOLE IN CONCRETE | | | 0050 703-51030 2690.000 LBS | 4.75000 12777.50| 1.00000 2690.00| REINFORCING STEEL | | | 0051 706-94133 376.800 LFT | 110.00000 41448.00| 100.00000 37680.00| RAILING, TUBE, GALVANIZED STEEL | | | 0052 708-05394 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| REPAIR , BRIDGE RAILING | | | 0053 708-05394 LUMP| 21000.00000 21000.00| 100000.00000 100000.00| REPAIR , PACK RUST REMOVAL | | | 0054 708-05394 LUMP| 5200.00000 5200.00| 12000.00000 12000.00| REPAIR , WELD PADDING | | | 0055 710-02003 1030.000 SFT | 5.00000 5150.00| 15.00000 15450.00| REPOINTING MASONRY IN STRUCTURES, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 537 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,671.24 ROUTE : CR 100E CALL ORDER : 537 CONTRACT ID : B -27436-B COUNTIES : OWEN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 | |CLR, INC. |DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 711-04297 3.500 SQIN| 105.00000 367.50| 400.00000 1400.00| STRUCTURAL STEEL, FIELD CUT | | | 0057 711-04496 3.000 EACH| 875.00000 2625.00| 750.00000 2250.00| TURNBUCKLE SLEEVE NUT, TIGHTEN | | | 0058 711-06719 LUMP| 61500.00000 61500.00| 90000.00000 90000.00| MOVE TRUSS | | | 0059 711-51038 LUMP| 24700.00000 24700.00| 25000.00000 25000.00| STRUCTURAL STEEL | | | 0060 711-51864 48.000 EACH| 21.00000 1008.00| 20.00000 960.00| DRILLED HOLE | | | 0061 711-51866 2.000 EACH| 200.00000 400.00| 100.00000 200.00| RIVET, REMOVE | | | 0062 711-51869 LUMP| 16400.00000 16400.00| 15000.00000 15000.00| STEEL BEAM, RESET | | | 0063 711-91149 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| STRAIGHTEN STEEL BEAM | | | 0064 711-96866 2650.000 SFT | 35.00000 92750.00| 22.50000 59625.00| GRID FLOOR, STEEL, 3 IN. | | | 0065 712-95676 0.090 MFBM| 13000.00000 1170.00| 15000.00000 1350.00| LUMBER AND TIMBER, TREATED | | | 0066 715-05168 40.000 LFT | 57.00000 2280.00| 35.00000 1400.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0067 715-46005 2.000 EACH| 405.00000 810.00| 250.00000 500.00| PIPE END SECTION, 15 IN. | | | 0068 732-04749 32.000 LFT | 114.00000 3648.00| 133.00000 4256.00| CASING , 36 IN., PERMANENT | | | 0069 732-04749 28.500 LFT | 150.00000 4275.00| 178.00000 5073.00| CASING , 48 IN., PERMANENT | | | 0070 801-04308 5.000 EACH| 380.00000 1900.00| 350.00000 1750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0071 801-06625 6.000 EACH| 110.00000 660.00| 155.00000 930.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0072 801-06640 16.000 EACH| 180.00000 2880.00| 180.00000 2880.00| CONSTRUCTION SIGN, A | | | 0073 801-06645 2.000 EACH| 60.00000 120.00| 82.00000 164.00| CONSTRUCTION SIGN, B | | | 0074 801-06775 LUMP| 5275.00000 5275.00| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0075 801-07118 48.000 LFT | 8.00000 384.00| 25.00000 1200.00| BARRICADE, III-A | | | 0076 801-07119 48.000 LFT | 10.00000 480.00| 25.00000 1200.00| BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 537 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,671.24 ROUTE : CR 100E CALL ORDER : 537 CONTRACT ID : B -27436-B COUNTIES : OWEN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 | |CLR, INC. |DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 802-76020 35.500 SFT | 11.75000 417.13| 11.50000 408.25| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0078 802-76030 12.500 SFT | 11.25000 140.63| 11.20000 140.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.100 IN. THICKNESS | | | 0079 802-76055 78.000 LFT | 8.85000 690.30| 8.80000 686.40| SIGN POST, A | | | SECTION TOTALS | $ 713,100.41| $ 872,860.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 713,100.41| $ 872,860.45| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,070.00 ROUTE : I-465 CALL ORDER : 541 CONTRACT ID : B -27459-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/03/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 46540KD SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 156,607.00 100.0000% 2 35-1778430 SPANOS, N.I. PAINTING, INC. $ 159,350.00 101.7515% 3 35-1685251 ATLAS OF LAKE STATION $ 164,000.00 104.7207% 4 36-2726271 DAGLAS, A.G. PAINTING CO CONDITIONAL BID $ 167,000.00 106.6363% 5 35-2019240 CENTRAL PAINTING, INC. $ 174,200.00 111.2338% 6 35-1645115 THREE STAR PAINTING $ 179,429.85 114.5733% 7 35-1602596 ICARUS INDUSTRIAL PAINTING $ 189,000.00 120.6842% 8 20-0006209 MANTA INDUSTRIAL INC. $ 428,400.00 273.5509% 9 41-1224817 ABHE & SVOBODA, INC. $ 831,340.00 530.8447% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1778430 |(3) 35-1685251 |FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. |ATLAS OF LAKE STATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0002 110-01001 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 500.00000 500.00| 2000.00000 2000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 500.00000 500.00| 2000.00000 2000.00| 1500.00000 1500.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-51859 LUMP| 8962.00000 8962.00| 10000.00000 10000.00| 6500.00000 6500.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP| 15449.00000 15449.00| 18000.00000 18000.00| 6500.00000 6500.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-51859 LUMP| 15449.00000 15449.00| 18000.00000 18000.00| 6500.00000 6500.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0010 619-51859 LUMP| 7659.00000 7659.00| 9000.00000 9000.00| 6500.00000 6500.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0011 619-60806 LUMP| 350.00000 350.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0012 619-60806 LUMP| 600.00000 600.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,070.00 ROUTE : I-465 CALL ORDER : 541 CONTRACT ID : B -27459-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1778430 |(3) 35-1685251 |FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. |ATLAS OF LAKE STATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-60806 LUMP| 600.00000 600.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0014 619-60806 LUMP| 300.00000 300.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0015 619-61000 LUMP| 17923.00000 17923.00| 15500.00000 15500.00| 26500.00000 26500.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0016 619-61000 LUMP| 30899.00000 30899.00| 25000.00000 25000.00| 26500.00000 26500.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0017 619-61000 LUMP| 30899.00000 30899.00| 25000.00000 25000.00| 26500.00000 26500.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0018 619-61000 LUMP| 15317.00000 15317.00| 15350.00000 15350.00| 26500.00000 26500.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0019 709-51821 LUMP| 300.00000 300.00| 1000.00000 1000.00| 2000.00000 2000.00 SURFACE SEAL , STR. NO. 1 | | | 0020 709-51821 LUMP| 300.00000 300.00| 1000.00000 1000.00| 2000.00000 2000.00 SURFACE SEAL , STR. NO. 2 | | | 0021 709-51821 LUMP| 300.00000 300.00| 1000.00000 1000.00| 2000.00000 2000.00 SURFACE SEAL , STR. NO. 3 | | | 0022 709-51821 LUMP| 300.00000 300.00| 1000.00000 1000.00| 2000.00000 2000.00 SURFACE SEAL , STR. NO. 4 | | | SECTION TOTALS | $ 156,607.00| $ 159,350.00| $ 164,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 156,607.00| $ 159,350.00| $ 164,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,070.00 ROUTE : I-465 CALL ORDER : 541 CONTRACT ID : B -27459-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2726271 |(5) 35-2019240 |(6) 35-1645115 |DAGLAS, A.G. PAINTING CO |CENTRAL PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 7970.85000 7970.85 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 325.00000 325.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 463.00000 463.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 463.00000 463.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 266.00000 266.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-51859 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 5510.00000 5510.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 7864.00000 7864.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-51859 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 7864.00000 7864.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0010 619-51859 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| 4508.00000 4508.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0011 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 325.00000 325.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0012 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 463.00000 463.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0013 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 463.00000 463.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0014 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 266.00000 266.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0015 619-61000 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| 30928.00000 30928.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0016 619-61000 LUMP| 35000.00000 35000.00| 38000.00000 38000.00| 42010.00000 42010.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0017 619-61000 LUMP| 35000.00000 35000.00| 38000.00000 38000.00| 42010.00000 42010.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0018 619-61000 LUMP| 15000.00000 15000.00| 21000.00000 21000.00| 26214.00000 26214.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0019 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 325.00000 325.00 SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,070.00 ROUTE : I-465 CALL ORDER : 541 CONTRACT ID : B -27459-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2726271 |(5) 35-2019240 |(6) 35-1645115 |DAGLAS, A.G. PAINTING CO |CENTRAL PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 463.00000 463.00 SURFACE SEAL , STR. NO. 2 | | | 0021 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 463.00000 463.00 SURFACE SEAL , STR. NO. 3 | | | 0022 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 266.00000 266.00 SURFACE SEAL , STR. NO. 4 | | | SECTION TOTALS | $ 167,000.00| $ 174,200.00| $ 179,429.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 167,000.00| $ 174,200.00| $ 179,429.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,070.00 ROUTE : I-465 CALL ORDER : 541 CONTRACT ID : B -27459-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1602596 |(8) 20-0006209 |(9) 41-1224817 |ICARUS INDUSTRIAL PAINTING |MANTA INDUSTRIAL INC. |ABHE & SVOBODA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0002 110-01001 LUMP| 9450.00000 9450.00| 20000.00000 20000.00| 75231.50000 75231.50 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1000.00000 1000.00| 17000.00000 17000.00| 11442.00000 11442.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 35000.00000 35000.00| 19925.00000 19925.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 35000.00000 35000.00| 19925.00000 19925.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 1000.00000 1000.00| 16500.00000 16500.00| 10935.00000 10935.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-51859 LUMP| 10000.00000 10000.00| 16500.00000 16500.00| 37050.00000 37050.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP| 17000.00000 17000.00| 43000.00000 43000.00| 68780.00000 68780.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-51859 LUMP| 17000.00000 17000.00| 43000.00000 43000.00| 68780.00000 68780.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0010 619-51859 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 34337.50000 34337.50 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0011 619-60806 LUMP| 100.00000 100.00| 1400.00000 1400.00| 11025.00000 11025.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0012 619-60806 LUMP| 100.00000 100.00| 1800.00000 1800.00| 15750.00000 15750.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0013 619-60806 LUMP| 100.00000 100.00| 1800.00000 1800.00| 15750.00000 15750.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0014 619-60806 LUMP| 100.00000 100.00| 1200.00000 1200.00| 11025.00000 11025.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0015 619-61000 LUMP| 23000.00000 23000.00| 34000.00000 34000.00| 83200.00000 83200.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0016 619-61000 LUMP| 39500.00000 39500.00| 56400.00000 56400.00| 96292.00000 96292.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0017 619-61000 LUMP| 39500.00000 39500.00| 56400.00000 56400.00| 96292.00000 96292.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0018 619-61000 LUMP| 20350.00000 20350.00| 28000.00000 28000.00| 80400.00000 80400.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0019 709-51821 LUMP| 200.00000 200.00| 1600.00000 1600.00| 18800.00000 18800.00 SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,070.00 ROUTE : I-465 CALL ORDER : 541 CONTRACT ID : B -27459-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1602596 |(8) 20-0006209 |(9) 41-1224817 |ICARUS INDUSTRIAL PAINTING |MANTA INDUSTRIAL INC. |ABHE & SVOBODA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 709-51821 LUMP| 200.00000 200.00| 1600.00000 1600.00| 18800.00000 18800.00 SURFACE SEAL , STR. NO. 2 | | | 0021 709-51821 LUMP| 200.00000 200.00| 1600.00000 1600.00| 18800.00000 18800.00 SURFACE SEAL , STR. NO. 3 | | | 0022 709-51821 LUMP| 200.00000 200.00| 1600.00000 1600.00| 18800.00000 18800.00 SURFACE SEAL , STR. NO. 4 | | | SECTION TOTALS | $ 189,000.00| $ 428,400.00| $ 831,340.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 189,000.00| $ 428,400.00| $ 831,340.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,660.00 ROUTE : I-65 CALL ORDER : 551 CONTRACT ID : B -27460-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/03/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 065300N SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1778430 SPANOS, N.I. PAINTING, INC. $ 198,450.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 202,173.00 101.8760% 3 35-2019240 CENTRAL PAINTING, INC. $ 222,000.00 111.8669% 4 35-1131315 FIVE STAR PAINTING, INC. $ 243,024.00 122.4610% 5 36-2726271 DAGLAS, A.G. PAINTING CO $ 254,000.00 127.9919% 6 20-0006209 MANTA INDUSTRIAL INC. $ 348,500.00 175.6109% 7 35-1602596 ICARUS INDUSTRIAL PAINTING $ 360,000.00 181.4058% 8 41-1224817 ABHE & SVOBODA, INC. $ 982,984.00 495.3308% ==================================================================================================================================== |(1) 35-1778430 |(2) 35-1645115 |(3) 35-2019240 |SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0002 110-01001 LUMP| 9500.00000 9500.00| 10509.00000 10509.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 5000.00000 5000.00| 999.00000 999.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 5000.00000 5000.00| 999.00000 999.00| 1000.00000 1000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-51859 LUMP| 38000.00000 38000.00| 16971.00000 16971.00| 19000.00000 19000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0006 619-51859 LUMP| 38000.00000 38000.00| 16971.00000 16971.00| 19000.00000 19000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0007 619-60806 LUMP| 500.00000 500.00| 999.00000 999.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0008 619-60806 LUMP| 450.00000 450.00| 999.00000 999.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0009 619-61000 LUMP| 50000.00000 50000.00| 75864.00000 75864.00| 80000.00000 80000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0010 619-61000 LUMP| 50000.00000 50000.00| 75864.00000 75864.00| 80000.00000 80000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0011 709-51821 LUMP| 1000.00000 1000.00| 999.00000 999.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 1 | | | 0012 709-51821 LUMP| 1000.00000 1000.00| 999.00000 999.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,660.00 ROUTE : I-65 CALL ORDER : 551 CONTRACT ID : B -27460-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1778430 |(2) 35-1645115 |(3) 35-2019240 |SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 198,450.00| $ 202,173.00| $ 222,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 198,450.00| $ 202,173.00| $ 222,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,660.00 ROUTE : I-65 CALL ORDER : 551 CONTRACT ID : B -27460-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 36-2726271 |(6) 20-0006209 |FIVE STAR PAINTING, INC. |DAGLAS, A.G. PAINTING CO |MANTA INDUSTRIAL INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0002 110-01001 LUMP| 16000.00000 16000.00| 11000.00000 11000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 49000.00000 49000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 49000.00000 49000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-51859 LUMP| 36471.00000 36471.00| 30000.00000 30000.00| 48000.00000 48000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0006 619-51859 LUMP| 36471.00000 36471.00| 30000.00000 30000.00| 48000.00000 48000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0007 619-60806 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1600.00000 1600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0008 619-60806 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1600.00000 1600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0009 619-61000 LUMP| 72941.00000 72941.00| 88000.00000 88000.00| 59050.00000 59050.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0010 619-61000 LUMP| 72941.00000 72941.00| 88000.00000 88000.00| 59050.00000 59050.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0011 709-51821 LUMP| 600.00000 600.00| 500.00000 500.00| 1600.00000 1600.00 SURFACE SEAL , STR. NO. 1 | | | 0012 709-51821 LUMP| 600.00000 600.00| 500.00000 500.00| 1600.00000 1600.00 SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 243,024.00| $ 254,000.00| $ 348,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,024.00| $ 254,000.00| $ 348,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,660.00 ROUTE : I-65 CALL ORDER : 551 CONTRACT ID : B -27460-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1602596 |(8) 41-1224817 | |ICARUS INDUSTRIAL PAINTING |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0002 110-01001 LUMP| 18000.00000 18000.00| 49000.00000 49000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1000.00000 1000.00| 42125.00000 42125.00| ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 42125.00000 42125.00| ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-51859 LUMP| 30000.00000 30000.00| 134800.00000 134800.00| PAINT STEEL BRIDGE , STR. NO. 1 | | | 0006 619-51859 LUMP| 30000.00000 30000.00| 134800.00000 134800.00| PAINT STEEL BRIDGE , STR. NO. 2 | | | 0007 619-60806 LUMP| 500.00000 500.00| 37800.00000 37800.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0008 619-60806 LUMP| 500.00000 500.00| 37800.00000 37800.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0009 619-61000 LUMP| 139300.00000 139300.00| 219050.00000 219050.00| CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0010 619-61000 LUMP| 139300.00000 139300.00| 219050.00000 219050.00| CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0011 709-51821 LUMP| 200.00000 200.00| 33217.00000 33217.00| SURFACE SEAL , STR. NO. 1 | | | 0012 709-51821 LUMP| 200.00000 200.00| 33217.00000 33217.00| SURFACE SEAL , STR. NO. 2 | | | SECTION TOTALS | $ 360,000.00| $ 982,984.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 360,000.00| $ 982,984.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 270,680.00 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27461-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 70500L SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1685251 ATLAS OF LAKE STATION $ 200,400.00 100.0000% 2 35-1131315 FIVE STAR PAINTING, INC. $ 207,796.00 103.6906% 3 35-1645115 THREE STAR PAINTING $ 209,295.00 104.4386% 4 35-1778430 SPANOS, N.I. PAINTING, INC. $ 216,980.00 108.2734% 5 36-2726271 DAGLAS, A.G. PAINTING CO CONDITIONAL BID $ 232,000.00 115.7684% 6 35-1602596 ICARUS INDUSTRIAL PAINTING $ 260,000.00 129.7405% 7 35-2019240 CENTRAL PAINTING, INC. CONDITIONAL BID $ 261,000.00 130.2395% 8 41-1224817 ABHE & SVOBODA, INC. $ 1,296,737.00 647.0743% ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1131315 |(3) 35-1645115 |ATLAS OF LAKE STATION |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| 10465.00000 10465.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 549.00000 549.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0003 619-05926 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 549.00000 549.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0004 619-05926 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 273.00000 273.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0005 619-05926 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 273.00000 273.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0006 619-05926 LUMP| 1500.00000 1500.00| 500.00000 500.00| 173.00000 173.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0007 619-05926 LUMP| 1500.00000 1500.00| 500.00000 500.00| 173.00000 173.00 ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0008 619-51859 LUMP| 6000.00000 6000.00| 15648.00000 15648.00| 9327.00000 9327.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP| 6000.00000 6000.00| 15648.00000 15648.00| 9327.00000 9327.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP| 5000.00000 5000.00| 9386.00000 9386.00| 4635.00000 4635.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP| 15000.00000 15000.00| 9386.00000 9386.00| 4635.00000 4635.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0012 619-51859 LUMP| 4000.00000 4000.00| 5865.00000 5865.00| 2934.00000 2934.00 PAINT STEEL BRIDGE , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 270,680.00 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27461-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1131315 |(3) 35-1645115 |ATLAS OF LAKE STATION |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-51859 LUMP| 4000.00000 4000.00| 5865.00000 5865.00| 2934.00000 2934.00 PAINT STEEL BRIDGE , STR. NO. 6 | | | 0014 619-60806 LUMP| 1000.00000 1000.00| 600.00000 600.00| 549.00000 549.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0015 619-60806 LUMP| 1000.00000 1000.00| 600.00000 600.00| 549.00000 549.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0016 619-60806 LUMP| 500.00000 500.00| 1200.00000 1200.00| 273.00000 273.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0017 619-60806 LUMP| 500.00000 500.00| 1200.00000 1200.00| 273.00000 273.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0018 619-60806 LUMP| 500.00000 500.00| 1200.00000 1200.00| 173.00000 173.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | 0019 619-60806 LUMP| 500.00000 500.00| 1200.00000 1200.00| 173.00000 173.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 6 | | | 0020 619-61000 LUMP| 26000.00000 26000.00| 31297.00000 31297.00| 43890.00000 43890.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0021 619-61000 LUMP| 26000.00000 26000.00| 31297.00000 31297.00| 43890.00000 43890.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0022 619-61000 LUMP| 25000.00000 25000.00| 18772.00000 18772.00| 21812.00000 21812.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0023 619-61000 LUMP| 25000.00000 25000.00| 18772.00000 18772.00| 21812.00000 21812.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0024 619-61000 LUMP| 15000.00000 15000.00| 11730.00000 11730.00| 13832.00000 13832.00 CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0025 619-61000 LUMP| 15000.00000 15000.00| 11730.00000 11730.00| 13832.00000 13832.00 CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0026 709-51821 LUMP| 2000.00000 2000.00| 400.00000 400.00| 549.00000 549.00 SURFACE SEAL , STR. NO. 1 | | | 0027 709-51821 LUMP| 2000.00000 2000.00| 400.00000 400.00| 549.00000 549.00 SURFACE SEAL , STR. NO. 2 | | | 0028 709-51821 LUMP| 500.00000 500.00| 400.00000 400.00| 273.00000 273.00 SURFACE SEAL , STR. NO. 3 | | | 0029 709-51821 LUMP| 300.00000 300.00| 400.00000 400.00| 273.00000 273.00 SURFACE SEAL , STR. NO. 4 | | | 0030 709-51821 LUMP| 300.00000 300.00| 400.00000 400.00| 173.00000 173.00 SURFACE SEAL , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 270,680.00 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27461-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1131315 |(3) 35-1645115 |ATLAS OF LAKE STATION |FIVE STAR PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 709-51821 LUMP| 300.00000 300.00| 400.00000 400.00| 173.00000 173.00 SURFACE SEAL , STR. NO. 6 | | | SECTION TOTALS | $ 200,400.00| $ 207,796.00| $ 209,295.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 200,400.00| $ 207,796.00| $ 209,295.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 561 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 270,680.00 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27461-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778430 |(5) 36-2726271 |(6) 35-1602596 |SPANOS, N.I. PAINTING, INC. |DAGLAS, A.G. PAINTING CO |ICARUS INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0003 619-05926 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0004 619-05926 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0005 619-05926 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0006 619-05926 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0007 619-05926 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 500.00000 500.00 ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0008 619-51859 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| 17000.00000 17000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP| 16000.00000 16000.00| 15000.00000 15000.00| 17000.00000 17000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0012 619-51859 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 6000.00000 6000.00 PAINT STEEL BRIDGE , STR. NO. 5 | | | 0013 619-51859 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 6000.00000 6000.00 PAINT STEEL BRIDGE , STR. NO. 6 | | | 0014 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 100.00000 100.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0015 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 100.00000 100.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0016 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 100.00000 100.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0017 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 100.00000 100.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0018 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 100.00000 100.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 561 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 270,680.00 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27461-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778430 |(5) 36-2726271 |(6) 35-1602596 |SPANOS, N.I. PAINTING, INC. |DAGLAS, A.G. PAINTING CO |ICARUS INDUSTRIAL PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 100.00000 100.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 6 | | | 0020 619-61000 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 44000.00000 44000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0021 619-61000 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 44000.00000 44000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0022 619-61000 LUMP| 16000.00000 16000.00| 25000.00000 25000.00| 26000.00000 26000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0023 619-61000 LUMP| 16000.00000 16000.00| 25000.00000 25000.00| 26000.00000 26000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0024 619-61000 LUMP| 11000.00000 11000.00| 20000.00000 20000.00| 18100.00000 18100.00 CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0025 619-61000 LUMP| 11000.00000 11000.00| 20000.00000 20000.00| 18100.00000 18100.00 CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0026 709-51821 LUMP| 1000.00000 1000.00| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL , STR. NO. 1 | | | 0027 709-51821 LUMP| 1000.00000 1000.00| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL , STR. NO. 2 | | | 0028 709-51821 LUMP| 1000.00000 1000.00| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL , STR. NO. 3 | | | 0029 709-51821 LUMP| 1000.00000 1000.00| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL , STR. NO. 4 | | | 0030 709-51821 LUMP| 990.00000 990.00| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL , STR. NO. 5 | | | 0031 709-51821 LUMP| 990.00000 990.00| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL , STR. NO. 6 | | | SECTION TOTALS | $ 216,980.00| $ 232,000.00| $ 260,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 216,980.00| $ 232,000.00| $ 260,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 561 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 270,680.00 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27461-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2019240 |(8) 41-1224817 | |CENTRAL PAINTING, INC. |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 110-01001 LUMP| 20000.00000 20000.00| 63311.00000 63311.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 619-05926 LUMP| 500.00000 500.00| 17825.00000 17825.00| ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0003 619-05926 LUMP| 500.00000 500.00| 17825.00000 17825.00| ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0004 619-05926 LUMP| 500.00000 500.00| 15687.00000 15687.00| ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0005 619-05926 LUMP| 500.00000 500.00| 15687.00000 15687.00| ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0006 619-05926 LUMP| 500.00000 500.00| 12431.00000 12431.00| ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0007 619-05926 LUMP| 500.00000 500.00| 12431.00000 12431.00| ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0008 619-51859 LUMP| 20000.00000 20000.00| 69145.00000 69145.00| PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP| 20000.00000 20000.00| 69145.00000 69145.00| PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP| 10000.00000 10000.00| 44420.00000 44420.00| PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP| 10000.00000 10000.00| 44420.00000 44420.00| PAINT STEEL BRIDGE , STR. NO. 4 | | | 0012 619-51859 LUMP| 10000.00000 10000.00| 31590.00000 31590.00| PAINT STEEL BRIDGE , STR. NO. 5 | | | 0013 619-51859 LUMP| 10000.00000 10000.00| 31590.00000 31590.00| PAINT STEEL BRIDGE , STR. NO. 6 | | | 0014 619-60806 LUMP| 500.00000 500.00| 18900.00000 18900.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0015 619-60806 LUMP| 500.00000 500.00| 18900.00000 18900.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0016 619-60806 LUMP| 500.00000 500.00| 15750.00000 15750.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0017 619-60806 LUMP| 500.00000 500.00| 15750.00000 15750.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0018 619-60806 LUMP| 500.00000 500.00| 11025.00000 11025.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 561 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 270,680.00 ROUTE : I-70 CALL ORDER : 561 CONTRACT ID : B -27461-A COUNTIES : WAYNE LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2019240 |(8) 41-1224817 | |CENTRAL PAINTING, INC. |ABHE & SVOBODA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 619-60806 LUMP| 500.00000 500.00| 11025.00000 11025.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 6 | | | 0020 619-61000 LUMP| 50000.00000 50000.00| 123065.00000 123065.00| CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0021 619-61000 LUMP| 50000.00000 50000.00| 123065.00000 123065.00| CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0022 619-61000 LUMP| 16000.00000 16000.00| 106087.50000 106087.50| CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0023 619-61000 LUMP| 16000.00000 16000.00| 106087.50000 106087.50| CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0024 619-61000 LUMP| 10600.00000 10600.00| 72787.50000 72787.50| CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0025 619-61000 LUMP| 10600.00000 10600.00| 72787.50000 72787.50| CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0026 709-51821 LUMP| 300.00000 300.00| 26000.00000 26000.00| SURFACE SEAL , STR. NO. 1 | | | 0027 709-51821 LUMP| 300.00000 300.00| 26000.00000 26000.00| SURFACE SEAL , STR. NO. 2 | | | 0028 709-51821 LUMP| 300.00000 300.00| 26000.00000 26000.00| SURFACE SEAL , STR. NO. 3 | | | 0029 709-51821 LUMP| 300.00000 300.00| 26000.00000 26000.00| SURFACE SEAL , STR. NO. 4 | | | 0030 709-51821 LUMP| 300.00000 300.00| 26000.00000 26000.00| SURFACE SEAL , STR. NO. 5 | | | 0031 709-51821 LUMP| 300.00000 300.00| 26000.00000 26000.00| SURFACE SEAL , STR. NO. 6 | | | SECTION TOTALS | $ 261,000.00| $ 1,296,737.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,000.00| $ 1,296,737.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 324,700.00 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -27480-A COUNTIES : BARTHOLOMEW JACKSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0652151 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 247,794.00 100.0000% 2 35-1685251 ATLAS OF LAKE STATION $ 249,960.00 100.8741% 3 35-1645115 THREE STAR PAINTING $ 256,850.00 103.6546% 4 35-1602596 ICARUS INDUSTRIAL PAINTING $ 269,000.00 108.5579% 5 35-2019240 CENTRAL PAINTING, INC. $ 306,500.00 123.6914% 6 35-1778430 SPANOS, N.I. PAINTING, INC. CONDITIONAL BID $ 312,220.00 125.9998% 7 36-2726271 DAGLAS, A.G. PAINTING CO $ 321,000.00 129.5430% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1685251 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |ATLAS OF LAKE STATION |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 105-07039 6.000 MOS | 2100.00000 12600.00| 500.00000 3000.00| 300.00000 1800.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 10000.00000 10000.00| 15500.00000 15500.00| 13680.00000 13680.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 278.00000 278.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 692.00000 692.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 734.00000 734.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 449.00000 449.00 ENVIRONMENTAL CONTROL , STR. NO. 4A | | | 0007 619-05926 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 449.00000 449.00 ENVIRONMENTAL CONTROL , STR. NO. 4B | | | 0008 619-51859 LUMP| 8468.00000 8468.00| 10000.00000 10000.00| 4716.00000 4716.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP| 17721.00000 17721.00| 9000.00000 9000.00| 11758.00000 11758.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP| 16047.00000 16047.00| 8000.00000 8000.00| 12468.00000 12468.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP| 14439.00000 14439.00| 7000.00000 7000.00| 7623.00000 7623.00 PAINT STEEL BRIDGE , STR. NO. 4A | | | 0012 619-51859 LUMP| 14439.00000 14439.00| 7000.00000 7000.00| 7623.00000 7623.00 PAINT STEEL BRIDGE , STR. NO. 4B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 324,700.00 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -27480-A COUNTIES : BARTHOLOMEW JACKSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1685251 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |ATLAS OF LAKE STATION |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-60806 LUMP| 300.00000 300.00| 5000.00000 5000.00| 278.00000 278.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0014 619-60806 LUMP| 600.00000 600.00| 4000.00000 4000.00| 692.00000 692.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0015 619-60806 LUMP| 550.00000 550.00| 3000.00000 3000.00| 734.00000 734.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0016 619-60806 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 449.00000 449.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4A | | | 0017 619-60806 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 449.00000 449.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4B | | | 0018 619-61000 LUMP| 16936.00000 16936.00| 30000.00000 30000.00| 22192.00000 22192.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0019 619-61000 LUMP| 34443.00000 34443.00| 24000.00000 24000.00| 50328.00000 50328.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0020 619-61000 LUMP| 31095.00000 31095.00| 24000.00000 24000.00| 53672.00000 53672.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0021 619-61000 LUMP| 27878.00000 27878.00| 24000.00000 24000.00| 30872.00000 30872.00 CLEAN STEEL BRIDGE , STR. NO. 4A | | | 0022 619-61000 LUMP| 28878.00000 28878.00| 24000.00000 24000.00| 30872.00000 30872.00 CLEAN STEEL BRIDGE , STR. NO. 4B | | | 0023 709-51821 LUMP| 400.00000 400.00| 6000.00000 6000.00| 278.00000 278.00 SURFACE SEAL , STR. NO. 1 | | | 0024 709-51821 LUMP| 300.00000 300.00| 4000.00000 4000.00| 692.00000 692.00 SURFACE SEAL , STR. NO. 2 | | | 0025 709-51821 LUMP| 300.00000 300.00| 5000.00000 5000.00| 734.00000 734.00 SURFACE SEAL , STR. NO. 3 | | | 0026 709-51821 LUMP| 400.00000 400.00| 5000.00000 5000.00| 449.00000 449.00 SURFACE SEAL , STR. NO. 4A | | | 0027 709-51821 LUMP| 400.00000 400.00| 15000.00000 15000.00| 449.00000 449.00 SURFACE SEAL , STR. NO. 4B | | | 0028 801-06640 12.000 EACH| 100.00000 1200.00| 10.00000 120.00| 20.00000 240.00 CONSTRUCTION SIGN, A | | | 0029 801-06710 60.000 DAY | 10.00000 600.00| 14.00000 840.00| 20.00000 1200.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 247,794.00| $ 249,960.00| $ 256,850.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 247,794.00| $ 249,960.00| $ 256,850.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 571 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 324,700.00 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -27480-A COUNTIES : BARTHOLOMEW JACKSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-2019240 |(6) 35-1778430 |ICARUS INDUSTRIAL PAINTING |CENTRAL PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 105-07039 6.000 MOS | 400.00000 2400.00| 1000.00000 6000.00| 350.00000 2100.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 13450.00000 13450.00| 20000.00000 20000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 4A | | | 0007 619-05926 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 4B | | | 0008 619-51859 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP| 19000.00000 19000.00| 30000.00000 30000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP| 16000.00000 16000.00| 30000.00000 30000.00| 25000.00000 25000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP| 14000.00000 14000.00| 20000.00000 20000.00| 25000.00000 25000.00 PAINT STEEL BRIDGE , STR. NO. 4A | | | 0012 619-51859 LUMP| 14000.00000 14000.00| 20000.00000 20000.00| 25000.00000 25000.00 PAINT STEEL BRIDGE , STR. NO. 4B | | | 0013 619-60806 LUMP| 100.00000 100.00| 500.00000 500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0014 619-60806 LUMP| 100.00000 100.00| 500.00000 500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0015 619-60806 LUMP| 100.00000 100.00| 500.00000 500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0016 619-60806 LUMP| 100.00000 100.00| 500.00000 500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4A | | | 0017 619-60806 LUMP| 100.00000 100.00| 500.00000 500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 571 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 324,700.00 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -27480-A COUNTIES : BARTHOLOMEW JACKSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-2019240 |(6) 35-1778430 |ICARUS INDUSTRIAL PAINTING |CENTRAL PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 619-61000 LUMP| 18700.00000 18700.00| 27000.00000 27000.00| 17000.00000 17000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0019 619-61000 LUMP| 45800.00000 45800.00| 40000.00000 40000.00| 35000.00000 35000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0020 619-61000 LUMP| 39900.00000 39900.00| 37000.00000 37000.00| 34000.00000 34000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0021 619-61000 LUMP| 35295.00000 35295.00| 28000.00000 28000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 4A | | | 0022 619-61000 LUMP| 35295.00000 35295.00| 28000.00000 28000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 4B | | | 0023 709-51821 LUMP| 200.00000 200.00| 300.00000 300.00| 1500.00000 1500.00 SURFACE SEAL , STR. NO. 1 | | | 0024 709-51821 LUMP| 200.00000 200.00| 300.00000 300.00| 1500.00000 1500.00 SURFACE SEAL , STR. NO. 2 | | | 0025 709-51821 LUMP| 200.00000 200.00| 300.00000 300.00| 1500.00000 1500.00 SURFACE SEAL , STR. NO. 3 | | | 0026 709-51821 LUMP| 200.00000 200.00| 300.00000 300.00| 1500.00000 1500.00 SURFACE SEAL , STR. NO. 4A | | | 0027 709-51821 LUMP| 200.00000 200.00| 300.00000 300.00| 1500.00000 1500.00 SURFACE SEAL , STR. NO. 4B | | | 0028 801-06640 12.000 EACH| 5.00000 60.00| 55.00000 660.00| 60.00000 720.00 CONSTRUCTION SIGN, A | | | 0029 801-06710 60.000 DAY | 10.00000 600.00| 14.00000 840.00| 15.00000 900.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 269,000.00| $ 306,500.00| $ 312,220.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 269,000.00| $ 306,500.00| $ 312,220.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 571 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 324,700.00 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -27480-A COUNTIES : BARTHOLOMEW JACKSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON SET-ASIDE : ==================================================================================================================================== |(7) 36-2726271 | | |DAGLAS, A.G. PAINTING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| | FIELD OFFICE, B | | | 0002 110-01001 LUMP| 14000.00000 14000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1000.00000 1000.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| | ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 1000.00000 1000.00| | ENVIRONMENTAL CONTROL , STR. NO. 4A | | | 0007 619-05926 LUMP| 1000.00000 1000.00| | ENVIRONMENTAL CONTROL , STR. NO. 4B | | | 0008 619-51859 LUMP| 10000.00000 10000.00| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0009 619-51859 LUMP| 15000.00000 15000.00| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0010 619-51859 LUMP| 15000.00000 15000.00| | PAINT STEEL BRIDGE , STR. NO. 3 | | | 0011 619-51859 LUMP| 20000.00000 20000.00| | PAINT STEEL BRIDGE , STR. NO. 4A | | | 0012 619-51859 LUMP| 20000.00000 20000.00| | PAINT STEEL BRIDGE , STR. NO. 4B | | | 0013 619-60806 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0014 619-60806 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0015 619-60806 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0016 619-60806 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4A | | | 0017 619-60806 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 571 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 324,700.00 ROUTE : I-65 CALL ORDER : 571 CONTRACT ID : B -27480-A COUNTIES : BARTHOLOMEW JACKSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT JOHNSON SET-ASIDE : ==================================================================================================================================== |(7) 36-2726271 | | |DAGLAS, A.G. PAINTING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 619-61000 LUMP| 15100.00000 15100.00| | CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0019 619-61000 LUMP| 45000.00000 45000.00| | CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0020 619-61000 LUMP| 45000.00000 45000.00| | CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0021 619-61000 LUMP| 49000.00000 49000.00| | CLEAN STEEL BRIDGE , STR. NO. 4A | | | 0022 619-61000 LUMP| 49000.00000 49000.00| | CLEAN STEEL BRIDGE , STR. NO. 4B | | | 0023 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR. NO. 1 | | | 0024 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR. NO. 2 | | | 0025 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR. NO. 3 | | | 0026 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR. NO. 4A | | | 0027 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR. NO. 4B | | | 0028 801-06640 12.000 EACH| 200.00000 2400.00| | CONSTRUCTION SIGN, A | | | 0029 801-06710 60.000 DAY | 50.00000 3000.00| | FLASHING ARROW SIGN | | | SECTION TOTALS | $ 321,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 321,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,690.00 ROUTE : I-65 CALL ORDER : 581 CONTRACT ID : B -27530-A COUNTIES : JOHNSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0653304 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1685251 ATLAS OF LAKE STATION REJECTED $ 213,040.00 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING AWARD $ 218,800.00 102.7037% 3 35-1645115 THREE STAR PAINTING $ 223,365.90 104.8469% 4 35-1131315 FIVE STAR PAINTING, INC. $ 238,931.00 112.1531% 5 35-2019240 CENTRAL PAINTING, INC. CONDITIONAL BID $ 318,000.00 149.2677% 6 35-1778430 SPANOS, N.I. PAINTING, INC. $ 330,200.00 154.9943% ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1602596 |(3) 35-1645115 |ATLAS OF LAKE STATION |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 105-07039 6.000 MOS | 500.00000 3000.00| 400.00000 2400.00| 300.00000 1800.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 10950.00000 10950.00| 11039.00000 11039.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 2000.00000 2000.00| 500.00000 500.00| 416.00000 416.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 2000.00000 2000.00| 500.00000 500.00| 416.00000 416.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 2000.00000 2000.00| 500.00000 500.00| 430.00000 430.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 2000.00000 2000.00| 500.00000 500.00| 830.30000 830.30 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-51859 LUMP| 7000.00000 7000.00| 14000.00000 14000.00| 7058.00000 7058.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP| 7000.00000 7000.00| 14000.00000 14000.00| 7058.00000 7058.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-51859 LUMP| 7000.00000 7000.00| 14000.00000 14000.00| 7303.00000 7303.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0010 619-51859 LUMP| 7000.00000 7000.00| 26000.00000 26000.00| 14115.00000 14115.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0011 619-60806 LUMP| 2000.00000 2000.00| 400.00000 400.00| 416.00000 416.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0012 619-60806 LUMP| 2000.00000 2000.00| 100.00000 100.00| 416.00000 416.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,690.00 ROUTE : I-65 CALL ORDER : 581 CONTRACT ID : B -27530-A COUNTIES : JOHNSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1602596 |(3) 35-1645115 |ATLAS OF LAKE STATION |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-60806 LUMP| 2000.00000 2000.00| 100.00000 100.00| 430.00000 430.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0014 619-60806 LUMP| 2000.00000 2000.00| 100.00000 100.00| 830.30000 830.30 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0015 619-61000 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 33212.00000 33212.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0016 619-61000 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 33212.00000 33212.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0017 619-61000 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 34368.00000 34368.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0018 619-61000 LUMP| 30000.00000 30000.00| 52250.00000 52250.00| 66424.00000 66424.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0019 709-51821 LUMP| 15000.00000 15000.00| 200.00000 200.00| 416.00000 416.00 SURFACE SEAL , STR. NO. 1 | | | 0020 709-51821 LUMP| 5000.00000 5000.00| 200.00000 200.00| 416.00000 416.00 SURFACE SEAL , STR. NO. 2 | | | 0021 709-51821 LUMP| 5000.00000 5000.00| 200.00000 200.00| 430.00000 430.00 SURFACE SEAL , STR. NO. 3 | | | 0022 709-51821 LUMP| 5000.00000 5000.00| 200.00000 200.00| 830.30000 830.30 SURFACE SEAL , STR. NO. 4 | | | 0023 801-06640 20.000 EACH| 10.00000 200.00| 5.00000 100.00| 15.00000 300.00 CONSTRUCTION SIGN, A | | | 0024 801-06710 60.000 DAY | 14.00000 840.00| 10.00000 600.00| 20.00000 1200.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 213,040.00| $ 218,800.00| $ 223,365.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 213,040.00| $ 218,800.00| $ 223,365.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,690.00 ROUTE : I-65 CALL ORDER : 581 CONTRACT ID : B -27530-A COUNTIES : JOHNSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-2019240 |(6) 35-1778430 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 105-07039 6.000 MOS | 2100.00000 12600.00| 1000.00000 6000.00| 350.00000 2100.00 FIELD OFFICE, B | | | 0002 110-01001 LUMP| 8000.00000 8000.00| 20000.00000 20000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 2000.00000 2000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-51859 LUMP| 14240.00000 14240.00| 20000.00000 20000.00| 26000.00000 26000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0008 619-51859 LUMP| 14240.00000 14240.00| 20000.00000 20000.00| 26000.00000 26000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0009 619-51859 LUMP| 15775.00000 15775.00| 20000.00000 20000.00| 26000.00000 26000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0010 619-51859 LUMP| 25122.00000 25122.00| 30000.00000 30000.00| 40000.00000 40000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0011 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0012 619-60806 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0013 619-60806 LUMP| 550.00000 550.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0014 619-60806 LUMP| 850.00000 850.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0015 619-61000 LUMP| 28480.00000 28480.00| 38000.00000 38000.00| 36000.00000 36000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0016 619-61000 LUMP| 28480.00000 28480.00| 50000.00000 50000.00| 36000.00000 36000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0017 619-61000 LUMP| 31550.00000 31550.00| 48000.00000 48000.00| 36000.00000 36000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0018 619-61000 LUMP| 50244.00000 50244.00| 56000.00000 56000.00| 74000.00000 74000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 276,690.00 ROUTE : I-65 CALL ORDER : 581 CONTRACT ID : B -27530-A COUNTIES : JOHNSON LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-2019240 |(6) 35-1778430 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 709-51821 LUMP| 300.00000 300.00| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 1 | | | 0020 709-51821 LUMP| 300.00000 300.00| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 2 | | | 0021 709-51821 LUMP| 300.00000 300.00| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 3 | | | 0022 709-51821 LUMP| 300.00000 300.00| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 4 | | | 0023 801-06640 20.000 EACH| 100.00000 2000.00| 55.00000 1100.00| 60.00000 1200.00 CONSTRUCTION SIGN, A | | | 0024 801-06710 60.000 DAY | 10.00000 600.00| 15.00000 900.00| 15.00000 900.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 238,931.00| $ 318,000.00| $ 330,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 238,931.00| $ 318,000.00| $ 330,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654384 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 2,969,528.00 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,068,965.20 103.3485% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 3,273,749.36 110.2447% 4 36-2231526 WALSH CONSTR CO OF ILL $ 3,278,000.00 110.3879% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,472,000.00 116.9209% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1618530 |(3) 05-0558668 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU 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| 23500.00000 23500.00| 34000.00000 34000.00| 24941.31000 24941.31 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1660.00000 24900.00| 1500.00000 22500.00| 1010.13000 15151.95 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 108-01614 LUMP| 6000.00000 6000.00| 9000.00000 9000.00| 6540.55000 6540.55 PARTNERING OVERHEAD | | | 0005 108-03287 120000.000 DOL | 1.00000 120000.00| 1.00000 120000.00| 1.00000 120000.00 INCENTIVE AND DISINCENTIVE | | | 0006 110-01001 LUMP| 148450.00000 148450.00| 150000.00000 150000.00| 157687.47000 157687.47 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP| 15000.00000 15000.00| 29000.00000 29000.00| 30254.82000 30254.82 CLEARING RIGHT OF WAY | | | 0008 202-02240 157.000 SYS | 22.00000 3454.00| 30.00000 4710.00| 20.09000 3154.13 PAVEMENT REMOVAL | | | 0009 202-02241 2344.000 LFT | 2.15000 5039.60| 2.20000 5156.80| 2.18000 5109.92 GUARDRAIL, REMOVE | | | 0010 202-02271 5.000 EACH| 300.00000 1500.00| 300.00000 1500.00| 171.57000 857.85 HEADWALL, REMOVE | | | 0011 202-02278 1119.000 LFT | 6.50000 7273.50| 20.00000 22380.00| 3.69000 4129.11 CURB, CONCRETE, REMOVE | | | 0012 202-02286 1.000 EACH| 100795.06000 100795.06| 110000.00000 110000.00| 315570.43000 315570.43 PRESENT STRUCTURE, REMOVE | | | 0013 202-04089 1.000 EACH| 220.00000 220.00| 220.00000 220.00| 223.00000 223.00 SIGN, SHEET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1618530 |(3) 05-0558668 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-51368 410.000 SYS | 5.00000 2050.00| 15.00000 6150.00| 6.05000 2480.50 SLOPEWALL, REMOVE | | | 0015 202-74050 2.000 EACH| 250.00000 500.00| 235.00000 470.00| 247.78000 495.56 SIGN, OVERHEAD, REMOVE | | | 0016 202-74085 2.000 EACH| 1140.00000 2280.00| 1100.00000 2200.00| 3197.60000 6395.20 OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0017 202-74095 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| 1115.00000 2230.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0018 202-91385 7.000 EACH| 300.00000 2100.00| 250.00000 1750.00| 167.14000 1169.98 INLET, REMOVE | | | 0019 202-91840 527.000 LFT | 3.00000 1581.00| 2.75000 1449.25| 4.31000 2271.37 FENCE, CHAIN LINK, REMOVE | | | 0020 202-96133 347.000 LFT | 44.00000 15268.00| 20.00000 6940.00| 24.73000 8581.31 PIPE, REMOVE | | | 0021 202-96151 LUMP| 1000.00000 1000.00| 1550.00000 1550.00| 327.03000 327.03 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0022 203-02000 2137.000 CYS | 18.40000 39320.80| 30.00000 64110.00| 14.45000 30879.65 EXCAVATION, COMMON | | | 0023 205-03371 300.000 CYS | 7.20000 2160.00| 20.00000 6000.00| 31.73000 9519.00 SEDIMENT, REMOVE | | | 0024 205-06931 12.000 TON | 45.00000 540.00| 35.00000 420.00| 49.42000 593.04 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06937 520.000 LFT | 1.80000 936.00| 1.75000 910.00| 3.67000 1908.40 TEMPORARY SILT FENCE | | | 0026 207-07498 4950.000 SYS | 5.50000 27225.00| 7.00000 34650.00| 4.88000 24156.00 SUBGRADE TREATMENT, TYPE A | | | 0027 211-02050 3348.000 CYS | 14.50000 48546.00| 12.00000 40176.00| 11.03000 36928.44 B BORROW | | | 0028 211-06467 50.000 CYS | 43.00000 2150.00| 50.00000 2500.00| 44.39000 2219.50 AGGREGATE FOR END BENT BACKFILL | | | 0029 211-07454 6360.000 CYS | 15.25000 96990.00| 12.00000 76320.00| 12.59000 80072.40 STRUCTURE BACKFILL | | | 0030 302-07455 36.000 CYS | 36.00000 1296.00| 50.00000 1800.00| 46.87000 1687.32 DENSE GRADED SUBBASE | | | 0031 306-08033 854.000 SYS | 6.00000 5124.00| 6.00000 5124.00| 7.31000 6242.74 MILLING, ASPHALT, 1 IN. | | | 0032 401-07327 567.000 TON | 53.50000 30334.50| 51.00000 28917.00| 54.51000 30907.17 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0033 401-07397 833.000 TON | 40.60000 33819.80| 39.00000 32487.00| 41.42000 34502.86 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1618530 |(3) 05-0558668 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 401-07407 3215.000 TON | 34.25000 110113.75| 33.00000 106095.00| 34.88000 112139.20 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0035 405-05517 1.000 TON | 1070.00000 1070.00| 1100.00000 1100.00| 1090.09000 1090.09 ASPHALT FOR PRIME COAT | | | 0036 406-05520 3.000 TON | 325.00000 975.00| 325.00000 975.00| 327.03000 981.09 ASPHALT FOR TACK COAT | | | 0037 601-06242 4.000 EACH| 12510.00000 50040.00| 13000.00000 52000.00| 13930.73000 55722.92 IMPACT ATTENUATOR, R2, W1, TL-2 | | | 0038 601-06424 1.000 EACH| 5800.00000 5800.00| 5500.00000 5500.00| 7619.75000 7619.75 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-2 | | | 0040 601-07024 2.000 EACH| 8800.00000 17600.00| 5000.00000 10000.00| 5875.60000 11751.20 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0041 603-03829 515.000 LFT | 118.00000 60770.00| 115.00000 59225.00| 105.96000 54569.40 FENCE PVC CHAIN LINK, VARIABLE HEIGHT | | | 0042 604-06070 1225.000 SYS | 36.80000 45080.00| 35.00000 42875.00| 34.99000 42862.75 SIDEWALK, CONCRETE 10", REINFORCED | | | 0043 604-07902 34.000 SYS | 54.60000 1856.40| 50.00000 1700.00| 87.55000 2976.70 CURB RAMP, CONCRETE, H | | | 0044 604-91531 627.000 SYS | 26.50000 16615.50| 25.00000 15675.00| 27.59000 17298.93 SIDEWALK, CONCRETE, 4 IN. | | | 0045 605-06140 2600.000 LFT | 16.00000 41600.00| 12.00000 31200.00| 13.64000 35464.00 CURB AND GUTTER, CONCRETE | | | 0046 605-06155 80.000 LFT | 32.00000 2560.00| 20.00000 1600.00| 14.47000 1157.60 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0047 610-06259 229.000 SYS | 57.00000 13053.00| 60.00000 13740.00| 53.23000 12189.67 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0048 611-06497 1.000 EACH| 188.00000 188.00| 185.00000 185.00| 128.63000 128.63 MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06505 2.000 EACH| 514.00000 1028.00| 500.00000 1000.00| 336.13000 672.26 MONUMENT, B | | | 0051 616-02320 426.000 SYS | 1.90000 809.40| 2.25000 958.50| 3.12000 1329.12 GEOTEXTILES | | | 0052 616-06405 143.000 TON | 25.00000 3575.00| 30.00000 4290.00| 24.87000 3556.41 RIPRAP, REVETMENT | | | 0053 621-01004 1.000 EACH| 705.00000 705.00| 675.00000 675.00| 218.02000 218.02 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-02770 324.000 SYS | 1.55000 502.20| 1.50000 486.00| 2.18000 706.32 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1618530 |(3) 05-0558668 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 621-06545 1.000 TON | 620.00000 620.00| 600.00000 600.00| 365.18000 365.18 FERTILIZER | | | 0056 621-06554 317.000 LBS | 4.00000 1268.00| 3.75000 1188.75| 3.54000 1122.18 SEED MIXTURE, U | | | 0057 621-06557 169.000 LBS | 3.25000 549.25| 3.10000 523.90| 3.27000 552.63 SEED MIXTURE, T | | | 0058 621-06565 8.000 TON | 430.00000 3440.00| 425.00000 3400.00| 490.54000 3924.32 MULCHING MATERIAL | | | 0059 621-06567 1.000 MG | 1.10000 1.10| 1.00000 1.00| 2.18000 2.18 WATER | | | 0060 621-06574 217.000 SYS | 6.70000 1453.90| 5.50000 1193.50| 7.47000 1620.99 SODDING | | | 0061 701-06011 1.000 EACH| 3100.00000 3100.00| 6000.00000 6000.00| 4057.66000 4057.66 DYNAMIC PILE LOAD TEST | | | 0062 701-91792 29.000 EACH| 155.00000 4495.00| 110.00000 3190.00| 85.25000 2472.25 PILE TIP, STEEL H | | | 0063 701-95780 2324.000 LFT | 32.00000 74368.00| 40.00000 92960.00| 13.38000 31095.12 PILE, STEEL H, HP 12 X 74 | | | 0064 702-51005 131.000 CYS | 470.00000 61570.00| 400.00000 52400.00| 544.96000 71389.76 CONCRETE, A, SUBSTRUCTURE | | | 0065 702-51015 8.000 CYS | 800.00000 6400.00| 400.00000 3200.00| 452.31000 3618.48 CONCRETE, B, FOOTINGS | | | 0066 703-51030 8836.000 LBS | 0.69000 6096.84| 0.70000 6185.20| 0.76000 6715.36 REINFORCING STEEL | | | 0067 703-51032 164275.000 LBS | 0.74000 121563.50| 0.80000 131420.00| 0.80000 131420.00 REINFORCING STEEL, EPOXY COATED | | | 0068 704-51002 478.000 CYS | 315.00000 150570.00| 350.00000 167300.00| 320.75000 153318.50 CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-04683 1538.000 LFT | 45.00000 69210.00| 40.00000 61520.00| 42.80000 65826.40 RAILING , CONCRETE, PEDESTRIAN | | | 0070 706-51020 67.000 CYS | 305.00000 20435.00| 360.00000 24120.00| 279.83000 18748.61 CONCRETE, C, RAILING | | | 0071 707-08158 1508.000 LFT | 221.50000 334022.00| 225.00000 339300.00| 250.53000 377799.24 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 42 IN. X 49 IN. | | | 0072 709-07733 LUMP| 22700.00000 22700.00| 22000.00000 22000.00| 23077.26000 23077.26 ANTI-GRAFFITI COAT , STR. NO. 1 | | | 0073 709-51821 LUMP| 17600.00000 17600.00| 17000.00000 17000.00| 14574.53000 14574.53 SURFACE SEAL | | | 0074 711-51038 LUMP| 10120.00000 10120.00| 11000.00000 11000.00| 10017.95000 10017.95 STRUCTURAL STEEL , GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1618530 |(3) 05-0558668 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 711-51038 LUMP| 103180.00000 103180.00| 192000.00000 192000.00| 120396.79000 120396.79 STRUCTURAL STEEL , GALVANIZED, PAINTED | | | 0076 711-51038 LUMP| 209785.00000 209785.00| 122000.00000 122000.00| 209889.45000 209889.45 STRUCTURAL STEEL , PAINTED | | | 0077 711-51070 28.000 EACH| 69.00000 1932.00| 80.00000 2240.00| 48.84000 1367.52 ANCHOR PLATE, AP 1 | | | 0078 715-05127 160.000 LFT | 74.00000 11840.00| 85.00000 13600.00| 119.91000 19185.60 PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0079 715-05149 596.000 LFT | 27.00000 16092.00| 33.00000 19668.00| 35.87000 21378.52 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0080 715-05151 68.000 LFT | 38.00000 2584.00| 60.00000 4080.00| 47.71000 3244.28 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0081 715-05169 40.000 LFT | 24.00000 960.00| 30.00000 1200.00| 58.04000 2321.60 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0082 715-05842 2.000 EACH| 1120.00000 2240.00| 1500.00000 3000.00| 1649.87000 3299.74 CONCRETE ANCHOR, 42 IN. | | | 0083 715-46000 2.000 EACH| 400.00000 800.00| 325.00000 650.00| 236.91000 473.82 PIPE END SECTION, 12 IN. | | | 0084 715-46005 3.000 EACH| 325.00000 975.00| 350.00000 1050.00| 271.29000 813.87 PIPE END SECTION, 15 IN. | | | 0085 720-98174 8.000 EACH| 1825.00000 14600.00| 1500.00000 12000.00| 1942.66000 15541.28 INLET, B15 | | | 0086 720-98555 8.000 EACH| 1853.00000 14824.00| 1500.00000 12000.00| 1973.18000 15785.44 INLET, C15 | | | 0087 728-98377 LUMP| 37720.00000 37720.00| 36000.00000 36000.00| 38458.46000 38458.46 MASONRY COATING | | | 0088 731-93945 20949.000 SFT | 10.30000 215774.70| 11.00000 230439.00| 13.34000 279459.66 FACE PANELS, CONCRETE | | | 0089 731-93946 20949.000 SFT | 2.50000 52372.50| 10.00000 209490.00| 9.31000 195035.19 WALL ERECTION | | | 0090 731-93947 1741.000 LFT | 89.50000 155819.50| 14.00000 24374.00| 13.85000 24112.85 LEVELING PAD, CONCRETE | | | 0091 801-04308 5.000 EACH| 360.00000 1800.00| 350.00000 1750.00| 365.18000 1825.90 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06625 19.000 EACH| 80.00000 1520.00| 80.00000 1520.00| 80.67000 1532.73 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06639 100.000 LFT | 24.00000 2400.00| 16.00000 1600.00| 25.10000 2510.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0094 801-06639 450.000 LFT | 41.00000 18450.00| 18.00000 8100.00| 30.10000 13545.00 TEMPORARY CONCRETE BARRIER, ANCHORED , | | | LEAVE IN PLACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1618530 |(3) 05-0558668 |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 801-06640 18.000 EACH| 136.00000 2448.00| 135.00000 2430.00| 138.44000 2491.92 CONSTRUCTION SIGN, A | | | 0096 801-06645 2.000 EACH| 47.00000 94.00| 44.00000 88.00| 47.96000 95.92 CONSTRUCTION SIGN, B | | | 0097 801-06646 100.000 LFT | 23.50000 2350.00| 14.00000 1400.00| 25.10000 2510.00 TEMPORARY CONCRETE BARRIER | | | 0098 801-06775 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 26881.68000 26881.68 MAINTAINING TRAFFIC | | | 0099 801-07118 96.000 LFT | 12.00000 1152.00| 12.00000 1152.00| 11.99000 1151.04 BARRICADE, III-A | | | 0100 801-07119 48.000 LFT | 12.00000 576.00| 12.00000 576.00| 11.99000 575.52 BARRICADE, III-B | | | 0101 801-95580 400.000 LFT | 40.50000 16200.00| 18.00000 7200.00| 31.95000 12780.00 TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | 0102 802-05704 11.000 LFT | 25.50000 280.50| 24.00000 264.00| 25.93000 285.23 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0103 802-76025 4.000 SFT | 96.00000 384.00| 100.00000 400.00| 97.72000 390.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0104 808-03631 174.000 LFT | 0.50000 87.00| 0.50000 87.00| 0.48000 83.52 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0105 808-03632 3106.000 LFT | 0.50000 1553.00| 0.50000 1553.00| 0.48000 1490.88 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0106 808-74804 3022.000 LFT | 0.65000 1964.30| 0.65000 1964.30| 0.65000 1964.30 LINE, EPOXY, SOLID, WHITE, 6 IN. | | | 0107 808-74805 32.000 LFT | 10.70000 342.40| 11.00000 352.00| 10.90000 348.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0108 808-74807 3.000 EACH| 160.00000 480.00| 165.00000 495.00| 163.51000 490.53 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0109 808-74808 3.000 EACH| 190.00000 570.00| 190.00000 570.00| 190.77000 572.31 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0110 615-06527 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 117.46000 117.46 MONUMENT, SECTION CORNER , INSTALL | | | SECTION TOTALS | $ 2,969,528.00| $ 3,068,965.20| $ 3,273,749.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,969,528.00| $ 3,068,965.20| $ 3,273,749.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |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 105-06845 LUMP| 113000.00000 113000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1450.00000 21750.00| 1750.00000 26250.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 108-01614 LUMP| 5900.00000 5900.00| 15000.00000 15000.00| PARTNERING OVERHEAD | | | 0005 108-03287 120000.000 DOL | 1.00000 120000.00| 1.00000 120000.00| INCENTIVE AND DISINCENTIVE | | | 0006 110-01001 LUMP| 160000.00000 160000.00| 150000.00000 150000.00| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP| 33000.00000 33000.00| 28000.00000 28000.00| CLEARING RIGHT OF WAY | | | 0008 202-02240 157.000 SYS | 28.00000 4396.00| 18.00000 2826.00| PAVEMENT REMOVAL | | | 0009 202-02241 2344.000 LFT | 2.00000 4688.00| 2.20000 5156.80| GUARDRAIL, REMOVE | | | 0010 202-02271 5.000 EACH| 300.00000 1500.00| 850.00000 4250.00| HEADWALL, REMOVE | | | 0011 202-02278 1119.000 LFT | 2.00000 2238.00| 7.00000 7833.00| CURB, CONCRETE, REMOVE | | | 0012 202-02286 1.000 EACH| 160000.00000 160000.00| 136000.00000 136000.00| PRESENT STRUCTURE, REMOVE | | | 0013 202-04089 1.000 EACH| 300.00000 300.00| 1450.00000 1450.00| SIGN, SHEET, REMOVE | | | 0014 202-51368 410.000 SYS | 5.00000 2050.00| 6.00000 2460.00| SLOPEWALL, REMOVE | | | 0015 202-74050 2.000 EACH| 400.00000 800.00| 250.00000 500.00| SIGN, OVERHEAD, REMOVE | | | 0016 202-74085 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| OVERHEAD SIGN STRUCTURE, TWIN | | | CANTILEVER, REMOVE | | | 0017 202-74095 2.000 EACH| 1200.00000 2400.00| 1100.00000 2200.00| BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0018 202-91385 7.000 EACH| 125.00000 875.00| 900.00000 6300.00| INLET, REMOVE | | | 0019 202-91840 527.000 LFT | 4.00000 2108.00| 4.25000 2239.75| FENCE, CHAIN LINK, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 202-96133 347.000 LFT | 9.00000 3123.00| 16.00000 5552.00| PIPE, REMOVE | | | 0021 202-96151 LUMP| 1000.00000 1000.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0022 203-02000 2137.000 CYS | 22.00000 47014.00| 22.00000 47014.00| EXCAVATION, COMMON | | | 0023 205-03371 300.000 CYS | 5.00000 1500.00| 25.00000 7500.00| SEDIMENT, REMOVE | | | 0024 205-06931 12.000 TON | 55.00000 660.00| 55.00000 660.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06937 520.000 LFT | 4.00000 2080.00| 2.00000 1040.00| TEMPORARY SILT FENCE | | | 0026 207-07498 4950.000 SYS | 3.80000 18810.00| 4.20000 20790.00| SUBGRADE TREATMENT, TYPE A | | | 0027 211-02050 3348.000 CYS | 11.00000 36828.00| 21.00000 70308.00| B BORROW | | | 0028 211-06467 50.000 CYS | 25.00000 1250.00| 50.00000 2500.00| AGGREGATE FOR END BENT BACKFILL | | | 0029 211-07454 6360.000 CYS | 11.00000 69960.00| 21.00000 133560.00| STRUCTURE BACKFILL | | | 0030 302-07455 36.000 CYS | 55.00000 1980.00| 55.00000 1980.00| DENSE GRADED SUBBASE | | | 0031 306-08033 854.000 SYS | 3.52000 3006.08| 7.00000 5978.00| MILLING, ASPHALT, 1 IN. | | | 0032 401-07327 567.000 TON | 53.00000 30051.00| 52.00000 29484.00| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0033 401-07397 833.000 TON | 40.00000 33320.00| 40.00000 33320.00| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07407 3215.000 TON | 34.00000 109310.00| 35.00000 112525.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0035 405-05517 1.000 TON | 1500.00000 1500.00| 1000.00000 1000.00| ASPHALT FOR PRIME COAT | | | 0036 406-05520 3.000 TON | 400.00000 1200.00| 315.00000 945.00| ASPHALT FOR TACK COAT | | | 0037 601-06242 4.000 EACH| 14000.00000 56000.00| 12000.00000 48000.00| IMPACT ATTENUATOR, R2, W1, TL-2 | | | 0038 601-06424 1.000 EACH| 55000.00000 55000.00| 7000.00000 7000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-2 | | | 0040 601-07024 2.000 EACH| 12000.00000 24000.00| 6000.00000 12000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 603-03829 515.000 LFT | 97.20000 50058.00| 105.00000 54075.00| FENCE PVC CHAIN LINK, VARIABLE HEIGHT | | | 0042 604-06070 1225.000 SYS | 38.00000 46550.00| 60.00000 73500.00| SIDEWALK, CONCRETE 10", REINFORCED | | | 0043 604-07902 34.000 SYS | 44.00000 1496.00| 65.00000 2210.00| CURB RAMP, CONCRETE, H | | | 0044 604-91531 627.000 SYS | 30.00000 18810.00| 35.00000 21945.00| SIDEWALK, CONCRETE, 4 IN. | | | 0045 605-06140 2600.000 LFT | 18.50000 48100.00| 20.00000 52000.00| CURB AND GUTTER, CONCRETE | | | 0046 605-06155 80.000 LFT | 20.00000 1600.00| 30.00000 2400.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0047 610-06259 229.000 SYS | 55.00000 12595.00| 75.00000 17175.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0048 611-06497 1.000 EACH| 175.00000 175.00| 130.00000 130.00| MAILBOX ASSEMBLY, SINGLE | | | 0049 615-06505 2.000 EACH| 480.00000 960.00| 630.00000 1260.00| MONUMENT, B | | | 0051 616-02320 426.000 SYS | 3.00000 1278.00| 3.50000 1491.00| GEOTEXTILES | | | 0052 616-06405 143.000 TON | 25.00000 3575.00| 30.00000 4290.00| RIPRAP, REVETMENT | | | 0053 621-01004 1.000 EACH| 660.00000 660.00| 220.00000 220.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-02770 324.000 SYS | 3.00000 972.00| 2.20000 712.80| EROSION CONTROL BLANKET | | | 0055 621-06545 1.000 TON | 600.00000 600.00| 350.00000 350.00| FERTILIZER | | | 0056 621-06554 317.000 LBS | 5.00000 1585.00| 3.50000 1109.50| SEED MIXTURE, U | | | 0057 621-06557 169.000 LBS | 5.00000 845.00| 3.10000 523.90| SEED MIXTURE, T | | | 0058 621-06565 8.000 TON | 500.00000 4000.00| 475.00000 3800.00| MULCHING MATERIAL | | | 0059 621-06567 1.000 MG | 1.00000 1.00| 2.00000 2.00| WATER | | | 0060 621-06574 217.000 SYS | 7.00000 1519.00| 7.00000 1519.00| SODDING | | | 0061 701-06011 1.000 EACH| 3500.00000 3500.00| 750.00000 750.00| DYNAMIC PILE LOAD TEST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 701-91792 29.000 EACH| 180.00000 5220.00| 150.00000 4350.00| PILE TIP, STEEL H | | | 0063 701-95780 2324.000 LFT | 33.00000 76692.00| 35.00000 81340.00| PILE, STEEL H, HP 12 X 74 | | | 0064 702-51005 131.000 CYS | 475.00000 62225.00| 500.00000 65500.00| CONCRETE, A, SUBSTRUCTURE | | | 0065 702-51015 8.000 CYS | 200.00000 1600.00| 800.00000 6400.00| CONCRETE, B, FOOTINGS | | | 0066 703-51030 8836.000 LBS | 0.65000 5743.40| 0.80000 7068.80| REINFORCING STEEL | | | 0067 703-51032 164275.000 LBS | 0.65000 106778.75| 0.90000 147847.50| REINFORCING STEEL, EPOXY COATED | | | 0068 704-51002 478.000 CYS | 425.00000 203150.00| 375.00000 179250.00| CONCRETE, C, SUPERSTRUCTURE | | | 0069 706-04683 1538.000 LFT | 50.00000 76900.00| 40.00000 61520.00| RAILING , CONCRETE, PEDESTRIAN | | | 0070 706-51020 67.000 CYS | 400.00000 26800.00| 350.00000 23450.00| CONCRETE, C, RAILING | | | 0071 707-08158 1508.000 LFT | 150.25000 226577.00| 300.00000 452400.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 42 IN. X 49 IN. | | | 0072 709-07733 LUMP| 20115.00000 20115.00| 22000.00000 22000.00| ANTI-GRAFFITI COAT , STR. NO. 1 | | | 0073 709-51821 LUMP| 18210.00000 18210.00| 17000.00000 17000.00| SURFACE SEAL | | | 0074 711-51038 LUMP| 50000.00000 50000.00| 12000.00000 12000.00| STRUCTURAL STEEL , GALVANIZED | | | 0075 711-51038 LUMP| 100000.00000 100000.00| 140000.00000 140000.00| STRUCTURAL STEEL , GALVANIZED, PAINTED | | | 0076 711-51038 LUMP| 245448.84000 245448.84| 200000.00000 200000.00| STRUCTURAL STEEL , PAINTED | | | 0077 711-51070 28.000 EACH| 66.00000 1848.00| 30.00000 840.00| ANCHOR PLATE, AP 1 | | | 0078 715-05127 160.000 LFT | 95.00000 15200.00| 80.00000 12800.00| PIPE, TYPE 1, CURCULAR, 42 IN. | | | 0079 715-05149 596.000 LFT | 25.00000 14900.00| 32.00000 19072.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0080 715-05151 68.000 LFT | 50.00000 3400.00| 35.00000 2380.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0081 715-05169 40.000 LFT | 35.00000 1400.00| 35.00000 1400.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 715-05842 2.000 EACH| 503.89000 1007.78| 920.00000 1840.00| CONCRETE ANCHOR, 42 IN. | | | 0083 715-46000 2.000 EACH| 181.80000 363.60| 500.00000 1000.00| PIPE END SECTION, 12 IN. | | | 0084 715-46005 3.000 EACH| 189.78000 569.34| 550.00000 1650.00| PIPE END SECTION, 15 IN. | | | 0085 720-98174 8.000 EACH| 1999.55000 15996.40| 2800.00000 22400.00| INLET, B15 | | | 0086 720-98555 8.000 EACH| 2029.55000 16236.40| 2800.00000 22400.00| INLET, C15 | | | 0087 728-98377 LUMP| 35000.00000 35000.00| 36000.00000 36000.00| MASONRY COATING | | | 0088 731-93945 20949.000 SFT | 15.00000 314235.00| 15.00000 314235.00| FACE PANELS, CONCRETE | | | 0089 731-93946 20949.000 SFT | 9.00000 188541.00| 8.00000 167592.00| WALL ERECTION | | | 0090 731-93947 1741.000 LFT | 15.00000 26115.00| 25.00000 43525.00| LEVELING PAD, CONCRETE | | | 0091 801-04308 5.000 EACH| 500.00000 2500.00| 450.00000 2250.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06625 19.000 EACH| 150.00000 2850.00| 225.00000 4275.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06639 100.000 LFT | 12.00000 1200.00| 18.00000 1800.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0094 801-06639 450.000 LFT | 18.00000 8100.00| 40.00000 18000.00| TEMPORARY CONCRETE BARRIER, ANCHORED , | | | LEAVE IN PLACE | | | 0095 801-06640 18.000 EACH| 125.00000 2250.00| 225.00000 4050.00| CONSTRUCTION SIGN, A | | | 0096 801-06645 2.000 EACH| 55.00000 110.00| 45.00000 90.00| CONSTRUCTION SIGN, B | | | 0097 801-06646 100.000 LFT | 12.00000 1200.00| 17.00000 1700.00| TEMPORARY CONCRETE BARRIER | | | 0098 801-06775 LUMP| 50000.00000 50000.00| 29465.19000 29465.19| MAINTAINING TRAFFIC | | | 0099 801-07118 96.000 LFT | 25.00000 2400.00| 23.00000 2208.00| BARRICADE, III-A | | | 0100 801-07119 48.000 LFT | 25.00000 1200.00| 23.00000 1104.00| BARRICADE, III-B | | | 0101 801-95580 400.000 LFT | 18.00000 7200.00| 38.00000 15200.00| TEMPORARY CONCRETE BARRIER, LEAVE IN | | | PLACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 591 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,470,589.43 ROUTE : 79TH STREET CALL ORDER : 591 CONTRACT ID : B -27531-A COUNTIES : MARION LETTING DATE : 06/22/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 35-2040801 | |WALSH CONSTR CO. OF ILL |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 802-05704 11.000 LFT | 23.79000 261.69| 26.00000 286.00| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0103 802-76025 4.000 SFT | 89.64000 358.56| 100.00000 400.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0104 808-03631 174.000 LFT | 0.50000 87.00| 0.54000 93.96| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0105 808-03632 3106.000 LFT | 0.38000 1180.28| 0.45000 1397.70| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0106 808-74804 3022.000 LFT | 0.54000 1631.88| 0.55000 1662.10| LINE, EPOXY, SOLID, WHITE, 6 IN. | | | 0107 808-74805 32.000 LFT | 10.00000 320.00| 11.00000 352.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0108 808-74807 3.000 EACH| 102.00000 306.00| 115.00000 345.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0109 808-74808 3.000 EACH| 115.00000 345.00| 125.00000 375.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0110 615-06527 1.000 EACH| 350.00000 350.00| 700.00000 700.00| MONUMENT, SECTION CORNER , INSTALL | | | SECTION TOTALS | $ 3,278,000.00| $ 3,472,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,278,000.00| $ 3,472,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,789.35 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27600-A COUNTIES : FOUNTAIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9923015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 467,887.47 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 556,089.95 118.8512% 3 35-1523985 WIRTZ & YATES, INC. $ 562,863.67 120.2989% 4 35-1111003 WHITE CONSTRUCTION, INC. $ 639,370.38 136.6504% ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1523985 |HENDERSON, H.E., INC. |DUNCAN ROBERTSON INC |WIRTZ & YATES, 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| 14502.89000 14502.89| 4000.00000 4000.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1679.87000 11759.09| 1250.00000 8750.00| 2400.00000 16800.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18650.00000 18650.00| 27000.00000 27000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10738.79000 10738.79| 32000.00000 32000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 29290.28000 29290.28| 75000.00000 75000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 485.000 m3 | 10.66000 5170.10| 15.00000 7275.00| 10.50000 5092.50 EXCAVATION, COMMON | | | 0007 203-02070 670.000 m3 | 18.54000 12421.80| 15.00000 10050.00| 13.00000 8710.00 BORROW | | | 0008 205-06931 5.000 Mg | 36.65000 183.25| 50.00000 250.00| 40.00000 200.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06932 126.000 m | 24.72000 3114.72| 2.00000 252.00| 29.00000 3654.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06936 8.000 Mg | 68.00000 544.00| 30.00000 240.00| 500.00000 4000.00 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 79.000 m | 9.37000 740.23| 3.00000 237.00| 10.50000 829.50 TEMPORARY SILT FENCE | | | 0012 206-51215 29.000 m3 | 200.57000 5816.53| 400.00000 11600.00| 196.55000 5699.95 EXCAVATION, X | | | 0013 206-51220 4.000 m3 | 26.92000 107.68| 1250.00000 5000.00| 100.00000 400.00 EXCAVATION, WET | | | 0014 206-51230 134.000 m3 | 18.02000 2414.68| 15.00000 2010.00| 39.18000 5250.12 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 601 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,789.35 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27600-A COUNTIES : FOUNTAIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1523985 |HENDERSON, H.E., INC. |DUNCAN ROBERTSON INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-07503 1380.000 m2 | 3.60000 4968.00| 3.50000 4830.00| 11.96000 16504.80 SUBGRADE TREATMENT, TYPE E | | | 0016 211-06467 39.000 m3 | 60.66000 2365.74| 30.00000 1170.00| 36.54000 1425.06 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 165.000 m3 | 30.83000 5086.95| 30.00000 4950.00| 28.67000 4730.55 STRUCTURE BACKFILL | | | 0018 301-07448 760.000 Mg | 19.57000 14873.20| 20.00000 15200.00| 23.00000 17480.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 15.000 m3 | 40.28000 604.20| 40.00000 600.00| 30.00000 450.00 DENSE GRADED SUBBASE | | | 0020 402-07432 135.000 Mg | 121.01000 16336.35| 120.00000 16200.00| 125.00000 16875.00 HMA SURFACE, TYPE A | | | 0021 402-07435 230.000 Mg | 97.85000 22505.50| 100.00000 23000.00| 98.00000 22540.00 HMA INTERMEDIATE, TYPE A | | | 0022 405-05518 1495.000 m2 | 1.55000 2317.25| 1.60000 2392.00| 1.67000 2496.65 ASPHALT FOR PRIME COAT | | | 0023 406-05521 1475.000 m2 | 0.77000 1135.75| 0.80000 1180.00| 0.75000 1106.25 ASPHALT FOR TACK COAT | | | 0024 601-01625 2.000 EACH| 1261.75000 2523.50| 1310.00000 2620.00| 1372.00000 2744.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01625 1.000 EACH| 1261.75000 1261.75| 1310.00000 1310.00| 1375.00000 1375.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 , MODIFIED | | | 0026 601-01839 1.000 EACH| 1648.00000 1648.00| 1712.00000 1712.00| 1840.00000 1840.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0027 601-04792 4.000 EACH| 952.75000 3811.00| 990.00000 3960.00| 1063.25000 4253.00 GUARDRAIL TRANSITION , 3.810 m LONG | | | 0028 601-06037 5.000 EACH| 715.85000 3579.25| 744.00000 3720.00| 1029.00000 5145.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 59.055 m | 42.75000 2524.60| 44.00000 2598.42| 46.50000 2746.06 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 603-06040 60.000 m | 26.78000 1606.80| 28.00000 1680.00| 31.50000 1890.00 FENCE, FARM FIELD, 1190 mm | | | 0031 609-06257 96.000 m2 | 56.96000 5468.16| 85.00000 8160.00| 57.00000 5472.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 610-07486 15.000 Mg | 286.42000 4296.30| 300.00000 4500.00| 275.00000 4125.00 HMA FOR APPROACHES, TYPE A | | | 0033 615-06505 3.000 EACH| 515.00000 1545.00| 500.00000 1500.00| 550.00000 1650.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 601 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,789.35 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27600-A COUNTIES : FOUNTAIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1523985 |HENDERSON, H.E., INC. |DUNCAN ROBERTSON INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-02320 331.000 m2 | 2.31000 764.61| 3.50000 1158.50| 6.00000 1986.00 GEOTEXTILES | | | 0035 616-06405 169.000 Mg | 30.71000 5189.99| 25.00000 4225.00| 26.50000 4478.50 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 618.00000 1236.00| 250.00000 500.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 3200.000 m2 | 0.49000 1568.00| 0.55000 1760.00| 0.60000 1920.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-02770 638.000 m2 | 1.87000 1193.06| 2.00000 1276.00| 2.18000 1390.84 EROSION CONTROL BLANKET | | | 0039 621-06559 3200.000 m2 | 0.58000 1856.00| 0.60000 1920.00| 0.66000 2112.00 MULCHED SEEDING, R | | | 0040 621-06564 1200.000 m2 | 0.66000 792.00| 0.70000 840.00| 0.66000 792.00 MULCHED SEEDING, CV | | | 0041 621-06567 2.000 kL | 2.58000 5.16| 2.75000 5.50| 3.00000 6.00 WATER | | | 0042 621-06574 88.000 m2 | 16.94000 1490.72| 17.00000 1496.00| 21.00000 1848.00 SODDING | | | 0043 622-52436 3.000 EACH| 25.75000 77.25| 27.50000 82.50| 30.00000 90.00 SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 50.000 EACH| 10.82000 541.00| 11.00000 550.00| 13.00000 650.00 SEEDLING | | | 0045 702-51005 44.200 m3 | 431.09000 19054.18| 550.00000 24310.00| 787.33000 34799.99 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 13.700 m3 | 329.61000 4515.66| 1000.00000 13700.00| 656.93000 8999.94 CONCRETE, B, FOOTINGS | | | 0047 703-51030 1101.000 kg | 1.39000 1530.39| 1.50000 1651.50| 1.20000 1321.20 REINFORCING STEEL | | | 0048 703-51032 17518.000 kg | 1.50000 26277.00| 1.60000 28028.80| 1.60000 28028.80 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 107.000 m3 | 516.26000 55239.82| 500.00000 53500.00| 588.00000 62916.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-91957 91.264 m | 205.36000 18741.98| 205.00000 18709.12| 215.00000 19621.76 BRIDGE RAILING, THRIE BEAM | | | 0051 707-05984 176.600 m | 527.92000 93230.67| 566.00000 99955.60| 566.25000 99999.75 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0052 709-51821 LUMP| 1761.30000 1761.30| 3000.00000 3000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0053 711-51085 8.000 EACH| 53.20000 425.60| 100.00000 800.00| 50.00000 400.00 ANCHOR PLATE, AP 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 601 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,789.35 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27600-A COUNTIES : FOUNTAIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1673827 |(2) 35-1310611 |(3) 35-1523985 |HENDERSON, H.E., INC. |DUNCAN ROBERTSON INC |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05265 22.000 m | 456.05000 10033.10| 225.00000 4950.00| 500.00000 11000.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.98 | | | m2 | | | 0055 715-06825 2.000 EACH| 842.07000 1684.14| 750.00000 1500.00| 1000.00000 2000.00 CONCRETE ANCHOR , MIN. AREA 2.98 m2 | | | 0056 801-04308 6.000 EACH| 200.85000 1205.10| 215.00000 1290.00| 500.00000 3000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 1.000 EACH| 242.05000 242.05| 300.00000 300.00| 110.00000 110.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 12.000 EACH| 128.75000 1545.00| 135.00000 1620.00| 150.00000 1800.00 CONSTRUCTION SIGN, A | | | 0059 801-07118 33.300 m | 37.08000 1234.76| 40.00000 1332.00| 30.00000 999.00 BARRICADE, III-A | | | 0060 801-07119 21.000 m | 40.17000 843.57| 43.00000 903.00| 35.00000 735.00 BARRICADE, III-B | | | 0061 802-76020 0.930 m2 | 175.10000 162.84| 182.00000 169.26| 200.00000 186.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0062 802-76025 2.905 m2 | 196.73000 571.50| 205.00000 595.52| 210.00000 610.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 1.488 m2 | 180.25000 268.21| 189.00000 281.23| 200.00000 297.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76055 36.700 m | 18.95000 695.47| 20.00000 734.00| 24.00000 880.80 SIGN POST, A | | | SECTION TOTALS | $ 467,887.47| $ 556,089.95| $ 562,863.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,887.47| $ 556,089.95| $ 562,863.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 601 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,789.35 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27600-A COUNTIES : FOUNTAIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE 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| 7050.00000 7050.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1000.00000 7000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 12000.00000 12000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9000.00000 9000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 41800.00000 41800.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 485.000 m3 | 16.00000 7760.00| | EXCAVATION, COMMON | | | 0007 203-02070 670.000 m3 | 37.00000 24790.00| | BORROW | | | 0008 205-06931 5.000 Mg | 365.00000 1825.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06932 126.000 m | 37.00000 4662.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06936 8.000 Mg | 210.00000 1680.00| | TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 79.000 m | 12.00000 948.00| | TEMPORARY SILT FENCE | | | 0012 206-51215 29.000 m3 | 311.00000 9019.00| | EXCAVATION, X | | | 0013 206-51220 4.000 m3 | 160.00000 640.00| | EXCAVATION, WET | | | 0014 206-51230 134.000 m3 | 30.00000 4020.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-07503 1380.000 m2 | 22.50000 31050.00| | SUBGRADE TREATMENT, TYPE E | | | 0016 211-06467 39.000 m3 | 207.00000 8073.00| | AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 165.000 m3 | 96.00000 15840.00| | STRUCTURE BACKFILL | | | 0018 301-07448 760.000 Mg | 36.25000 27550.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 15.000 m3 | 128.00000 1920.00| | DENSE GRADED SUBBASE | | | 0020 402-07432 135.000 Mg | 58.00000 7830.00| | HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 601 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,789.35 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27600-A COUNTIES : FOUNTAIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07435 230.000 Mg | 58.00000 13340.00| | HMA INTERMEDIATE, TYPE A | | | 0022 405-05518 1495.000 m2 | 0.95000 1420.25| | ASPHALT FOR PRIME COAT | | | 0023 406-05521 1475.000 m2 | 0.45000 663.75| | ASPHALT FOR TACK COAT | | | 0024 601-01625 2.000 EACH| 1350.00000 2700.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01625 1.000 EACH| 1350.00000 1350.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 , MODIFIED | | | 0026 601-01839 1.000 EACH| 1800.00000 1800.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0027 601-04792 4.000 EACH| 1000.00000 4000.00| | GUARDRAIL TRANSITION , 3.810 m LONG | | | 0028 601-06037 5.000 EACH| 800.00000 4000.00| | GUARDRAIL END TREATMENT, I | | | 0029 601-99105 59.055 m | 52.00000 3070.86| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 603-06040 60.000 m | 32.00000 1920.00| | FENCE, FARM FIELD, 1190 mm | | | 0031 609-06257 96.000 m2 | 135.00000 12960.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0032 610-07486 15.000 Mg | 140.00000 2100.00| | HMA FOR APPROACHES, TYPE A | | | 0033 615-06505 3.000 EACH| 650.00000 1950.00| | MONUMENT, B | | | 0034 616-02320 331.000 m2 | 6.00000 1986.00| | GEOTEXTILES | | | 0035 616-06405 169.000 Mg | 40.00000 6760.00| | RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02363 3200.000 m2 | 0.60000 1920.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0038 621-02770 638.000 m2 | 2.25000 1435.50| | EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 601 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,789.35 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27600-A COUNTIES : FOUNTAIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06559 3200.000 m2 | 0.70000 2240.00| | MULCHED SEEDING, R | | | 0040 621-06564 1200.000 m2 | 0.80000 960.00| | MULCHED SEEDING, CV | | | 0041 621-06567 2.000 kL | 4.00000 8.00| | WATER | | | 0042 621-06574 88.000 m2 | 20.00000 1760.00| | SODDING | | | 0043 622-52436 3.000 EACH| 32.00000 96.00| | SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 50.000 EACH| 15.00000 750.00| | SEEDLING | | | 0045 702-51005 44.200 m3 | 900.00000 39780.00| | CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 13.700 m3 | 1100.00000 15070.00| | CONCRETE, B, FOOTINGS | | | 0047 703-51030 1101.000 kg | 1.60000 1761.60| | REINFORCING STEEL | | | 0048 703-51032 17518.000 kg | 2.00000 35036.00| | REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 107.000 m3 | 845.00000 90415.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-91957 91.264 m | 250.00000 22816.00| | BRIDGE RAILING, THRIE BEAM | | | 0051 707-05984 176.600 m | 625.00000 110375.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0052 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL | | | 0053 711-51085 8.000 EACH| 175.00000 1400.00| | ANCHOR PLATE, AP 4 | | | 0054 715-05265 22.000 m | 600.00000 13200.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 2.98 | | | m2 | | | 0055 715-06825 2.000 EACH| 2500.00000 5000.00| | CONCRETE ANCHOR , MIN. AREA 2.98 m2 | | | 0056 801-04308 6.000 EACH| 350.00000 2100.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 1.000 EACH| 115.00000 115.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 12.000 EACH| 135.00000 1620.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 601 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 553,789.35 ROUTE : CALL ORDER : 601 CONTRACT ID : B -27600-A COUNTIES : FOUNTAIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-07118 33.300 m | 25.00000 832.50| | BARRICADE, III-A | | | 0060 801-07119 21.000 m | 32.00000 672.00| | BARRICADE, III-B | | | 0061 802-76020 0.930 m2 | 210.00000 195.30| | SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0062 802-76025 2.905 m2 | 240.00000 697.20| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0063 802-76035 1.488 m2 | 215.00000 319.92| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0064 802-76055 36.700 m | 25.00000 917.50| | SIGN POST, A | | | SECTION TOTALS | $ 639,370.38| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 639,370.38| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 611 CONTRACT ID : B -27610-A COUNTIES : JENNINGS LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-1201949 INTECH CONTRACTING LLC $ 185,440.49 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 194,755.00 105.0229% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 211,334.70 113.9636% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 272,120.00 146.7424% ====================================================================================================================================