INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,848.65 ROUTE : CR 70E CALL ORDER : 420 CONTRACT ID : B -27481-A COUNTIES : CLINTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9912026 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 502,773.50 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 511,279.61 101.6918% 3 35-1523985 WIRTZ & YATES, INC. $ 573,767.72 114.1205% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1386990 |(3) 35-1523985 |DUNCAN ROBERTSON INC |ISOM, JACK CONSTRUCTION CO |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| 10000.00000 10000.00| 9500.00000 9500.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1250.00000 12500.00| 2200.00000 22000.00| 2400.00000 24000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP| 30000.00000 30000.00| 42000.00000 42000.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 245.000 CYS | 15.00000 3675.00| 8.40000 2058.00| 9.00000 2205.00 EXCAVATION, COMMON | | | 0009 203-02070 2310.000 CYS | 12.50000 28875.00| 10.50000 24255.00| 10.00000 23100.00 BORROW | | | 0010 205-06931 34.000 TON | 10.00000 340.00| 30.00000 1020.00| 30.00000 1020.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06932 31.000 LFT | 3.00000 93.00| 11.00000 341.00| 10.00000 310.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06936 4.000 TON | 25.00000 100.00| 150.00000 600.00| 300.00000 1200.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 140.000 LFT | 3.00000 420.00| 4.00000 560.00| 4.00000 560.00 TEMPORARY SILT FENCE | | | 0014 206-51220 140.000 CYS | 150.00000 21000.00| 145.00000 20300.00| 110.00000 15400.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,848.65 ROUTE : CR 70E CALL ORDER : 420 CONTRACT ID : B -27481-A COUNTIES : CLINTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1386990 |(3) 35-1523985 |DUNCAN ROBERTSON INC |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 206-51230 10.000 CYS | 100.00000 1000.00| 25.00000 250.00| 20.00000 200.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-07503 1060.000 SYS | 4.00000 4240.00| 5.00000 5300.00| 12.00000 12720.00 SUBGRADE TREATMENT, TYPE E | | | 0017 211-06467 10.000 CYS | 30.00000 300.00| 28.00000 280.00| 30.00000 300.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 46.000 CYS | 30.00000 1380.00| 35.00000 1610.00| 17.00000 782.00 STRUCTURE BACKFILL | | | 0019 301-07448 805.000 TON | 16.00000 12880.00| 15.00000 12075.00| 16.00000 12880.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 402-07432 120.000 TON | 95.00000 11400.00| 128.00000 15360.00| 102.18000 12261.60 HMA SURFACE, TYPE A | | | 0021 402-07435 205.000 TON | 75.00000 15375.00| 75.00000 15375.00| 85.00000 17425.00 HMA INTERMEDIATE, TYPE A | | | 0022 405-05518 1460.000 SYS | 0.05000 73.00| 1.50000 2190.00| 0.30000 438.00 ASPHALT FOR PRIME COAT | | | 0023 406-05521 1450.000 SYS | 0.55000 797.50| 0.85000 1232.50| 0.06000 87.00 ASPHALT FOR TACK COAT | | | 0024 601-01854 4.000 EACH| 880.00000 3520.00| 1150.00000 4600.00| 1092.50000 4370.00 GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | 0025 601-06037 4.000 EACH| 750.00000 3000.00| 785.00000 3140.00| 787.75000 3151.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 343.750 LFT | 15.00000 5156.25| 14.95000 5139.06| 16.10000 5534.38 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 603-06040 725.000 LFT | 6.50000 4712.50| 11.65000 8446.25| 12.08000 8758.00 FENCE, FARM FIELD, 47 IN. | | | 0028 603-96042 1.000 EACH| 900.00000 900.00| 1800.00000 1800.00| 1680.00000 1680.00 FENCE GATE, FARM FIELD, 47 IN. X 24 FT. | | | 0029 608-04395 10.000 TON | 20.00000 200.00| 25.00000 250.00| 30.00000 300.00 AGGREGATE FOR SHOULDER DRAINS | | | 0030 609-06257 124.000 SYS | 75.00000 9300.00| 52.00000 6448.00| 50.00000 6200.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0031 610-07486 50.000 TON | 150.00000 7500.00| 105.00000 5250.00| 160.00000 8000.00 HMA FOR APPROACHES, TYPE A | | | 0032 611-06497 1.000 EACH| 150.00000 150.00| 195.00000 195.00| 140.00000 140.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06505 2.000 EACH| 500.00000 1000.00| 850.00000 1700.00| 546.25000 1092.50 MONUMENT, B | | | 0034 616-02320 741.000 SYS | 3.25000 2408.25| 3.50000 2593.50| 4.00000 2964.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,848.65 ROUTE : CR 70E CALL ORDER : 420 CONTRACT ID : B -27481-A COUNTIES : CLINTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1386990 |(3) 35-1523985 |DUNCAN ROBERTSON INC |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 355.000 TON | 20.00000 7100.00| 21.00000 7455.00| 26.00000 9230.00 RIPRAP, REVETMENT | | | 0036 616-06451 103.000 TON | 20.00000 2060.00| 35.00000 3605.00| 30.00000 3090.00 RIPRAP, UNIFORM | | | 0037 621-01004 2.000 EACH| 100.00000 200.00| 700.00000 1400.00| 350.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02363 2900.000 SYS | 0.50000 1450.00| 1.85000 5365.00| 0.69000 2001.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0039 621-02770 976.000 SYS | 1.50000 1464.00| 5.00000 4880.00| 2.00000 1952.00 EROSION CONTROL BLANKET | | | 0040 621-06559 2900.000 SYS | 0.55000 1595.00| 2.00000 5800.00| 0.51000 1479.00 MULCHED SEEDING, R | | | 0041 621-06564 1000.000 SYS | 0.07000 70.00| 3.75000 3750.00| 0.75000 750.00 MULCHED SEEDING, CV | | | 0042 621-06567 2.000 MG | 2.50000 5.00| 1.00000 2.00| 3.00000 6.00 WATER | | | 0043 621-06574 517.000 SYS | 6.00000 3102.00| 6.00000 3102.00| 7.00000 3619.00 SODDING | | | 0044 701-01849 1100.000 LFT | 45.00000 49500.00| 40.00000 44000.00| 35.00000 38500.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.312 IN., 14 IN. | | | 0045 702-51005 73.200 CYS | 500.00000 36600.00| 425.00000 31110.00| 600.00000 43920.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 703-51030 5710.000 LBS | 0.85000 4853.50| 0.62000 3540.20| 1.20000 6852.00 REINFORCING STEEL | | | 0047 703-51032 26343.000 LBS | 0.90000 23708.70| 0.70000 18440.10| 1.40000 36880.20 REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 97.700 CYS | 600.00000 58620.00| 450.00000 43965.00| 450.00000 43965.00 CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-91957 236.920 LFT | 65.00000 15399.80| 75.00000 17769.00| 72.00000 17058.24 BRIDGE RAILING, THRIE BEAM | | | 0050 707-05971 1344.000 SFT | 37.50000 50400.00| 37.25000 50064.00| 40.95000 55036.80 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 17 IN. X 36 IN. | | | 0051 709-51821 LUMP| 2500.00000 2500.00| 2300.00000 2300.00| 2000.00000 2000.00 SURFACE SEAL | | | 0052 715-05169 80.000 LFT | 25.00000 2000.00| 17.00000 1360.00| 25.00000 2000.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0053 715-05335 48.000 LFT | 60.00000 2880.00| 65.00000 3120.00| 80.00000 3840.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 5.1 | | | SFT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 509,848.65 ROUTE : CR 70E CALL ORDER : 420 CONTRACT ID : B -27481-A COUNTIES : CLINTON LETTING DATE : 09/14/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1386990 |(3) 35-1523985 |DUNCAN ROBERTSON INC |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05407 68.000 LFT | 10.00000 680.00| 11.00000 748.00| 12.00000 816.00 PIPE, END BENT DRAIN, 6 IN. | | | 0055 715-46005 4.000 EACH| 225.00000 900.00| 225.00000 900.00| 400.00000 1600.00 PIPE END SECTION, 15 IN. | | | 0056 801-04308 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 450.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 2.000 EACH| 90.00000 180.00| 95.00000 190.00| 160.00000 320.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 8.000 EACH| 220.00000 1760.00| 220.00000 1760.00| 400.00000 3200.00 CONSTRUCTION SIGN, A | | | 0059 801-07118 96.000 LFT | 15.50000 1488.00| 18.00000 1728.00| 20.00000 1920.00 BARRICADE, III-A | | | 0060 801-07119 48.000 LFT | 20.00000 960.00| 22.00000 1056.00| 24.00000 1152.00 BARRICADE, III-B | | | SECTION TOTALS | $ 502,773.50| $ 511,279.61| $ 573,767.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 502,773.50| $ 511,279.61| $ 573,767.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/27/04 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 106,304.23 ROUTE : I-64 & US 41 CALL ORDER : 440 CONTRACT ID : B -27743-A COUNTIES : GIBSON KNOX LETTING DATE : 09/14/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 064100H 01730AG SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 84,325.00 100.0000% 2 91-1798131 FLAME ON, INC. $ 84,611.00 100.3391% 3 35-1801998 CLR, INC. $ 99,410.00 117.8891% ==================================================================================================================================== |(1) 31-1028573 |(2) 91-1798131 |(3) 35-1801998 |CIVIL CONSTRUCTION, INC. |FLAME ON, INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 STRAIGHTEN BEAM | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 110-01001 LUMP| 7199.00000 7199.00| 2500.00000 2500.00| 4970.00000 4970.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 711-51038 LUMP| 5726.00000 5726.00| 1000.00000 1000.00| 8500.00000 8500.00 STRUCTURAL STEEL | | | 0006 711-51864 32.000 EACH| 13.00000 416.00| 10.00000 320.00| 65.00000 2080.00 DRILLED HOLE | | | 0007 711-51867 61.000 SQIN| 7.00000 427.00| 10.00000 610.00| 26.00000 1586.00 STRUCTURAL STEEL CUTTING | | | 0008 711-91149 LUMP| 21119.00000 21119.00| 35000.00000 35000.00| 27000.00000 27000.00 STRAIGHTEN STEEL BEAM , STR. NO. 1 | | | 0009 711-91149 LUMP| 28895.00000 28895.00| 35000.00000 35000.00| 28000.00000 28000.00 STRAIGHTEN STEEL BEAM , STR. NO. 2 | | | 0010 711-96479 80.000 EACH| 5.25000 420.00| 10.00000 800.00| 30.50000 2440.00 BOLT, REMOVE | | | 0011 727-90308 110.000 LFT | 51.50000 5665.00| 10.00000 1100.00| 62.00000 6820.00 EPOXY INJECTION, CRACK PREPARATION | | | 0012 727-90309 2.000 GAL | 52.50000 105.00| 200.00000 400.00| 250.50000 501.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0013 801-06640 16.000 EACH| 68.25000 1092.00| 30.00000 480.00| 95.00000 1520.00 CONSTRUCTION SIGN, A | | | 0014 801-06710 8.000 DAY | 61.00000 488.00| 50.00000 400.00| 124.00000 992.00 FLASHING ARROW SIGN | | | 0015 801-06775 LUMP| 12772.00000 12772.00| 7000.00000 7000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 84,325.00| $ 84,611.00| $ 99,410.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 84,325.00| $ 84,611.00| $ 99,410.00 ====================================================================================================================================