INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,593,599.46 ROUTE : I-65 CALL ORDER : 511 CONTRACT ID : B -23660-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0652145 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,208,083.91 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,249,700.00 103.4448% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,290,722.64 106.8404% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,316,138.54 108.9442% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,474,032.06 122.0140% 6 35-1310611 DUNCAN ROBERTSON INC $ 1,593,530.02 131.9055% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 12350.00000 12350.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1000.00000 12000.00| 1510.00000 18120.00| 1000.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 60000.00000 60000.00| 64000.00000 64000.00| 64000.00000 64000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 6000.00000 6000.00| 23400.00000 23400.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0005 202-02189 2.000 EACH| 50.00000 100.00| 350.00000 700.00| 100.00000 200.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02241 364.000 m | 7.50000 2730.00| 7.05000 2566.20| 6.00000 2184.00 GUARDRAIL, REMOVE | | | 0007 202-02277 563.000 m | 11.00000 6193.00| 4.00000 2252.00| 10.00000 5630.00 GUTTER, LIP, REMOVE | | | 0008 202-51330 LUMP| 52000.00000 52000.00| 76000.00000 76000.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 4513.000 m3 | 10.50000 47386.50| 11.50000 51899.50| 10.00000 45130.00 EXCAVATION, COMMON | | | 0010 203-02070 20923.000 m3 | 9.00000 188307.00| 8.50000 177845.50| 14.35000 300245.05 BORROW | | | 0011 205-06936 51.000 Mg | 45.00000 2295.00| 36.00000 1836.00| 32.00000 1632.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 936.000 m | 5.00000 4680.00| 6.75000 6318.00| 4.60000 4305.60 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 511 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,593,599.46 ROUTE : I-65 CALL ORDER : 511 CONTRACT ID : B -23660-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 207-07502 831.000 m2 | 6.00000 4986.00| 4.00000 3324.00| 6.50000 5401.50 SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 1969.000 m3 | 22.00000 43318.00| 15.00000 29535.00| 19.75000 38887.75 STRUCTURE BACKFILL | | | 0016 303-01180 656.000 Mg | 19.00000 12464.00| 24.00000 15744.00| 17.50000 11480.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08043 200.000 m2 | 12.00000 2400.00| 12.00000 2400.00| 7.50000 1500.00 MILLING, TRANSITION | | | 0018 402-07432 515.000 Mg | 42.00000 21630.00| 51.25000 26393.75| 50.00000 25750.00 HMA SURFACE, TYPE A | | | 0019 402-07435 760.000 Mg | 38.00000 28880.00| 40.75000 30970.00| 41.50000 31540.00 HMA INTERMEDIATE, TYPE A | | | 0020 402-07440 2163.000 Mg | 36.00000 77868.00| 36.50000 78949.50| 35.00000 75705.00 HMA BASE, TYPE A | | | 0021 404-05509 3.000 Mg | 300.00000 900.00| 26.00000 78.00| 25.00000 75.00 COVER AGGREGATE, SEAL COAT | | | 0022 404-05511 372.000 m2 | 11.00000 4092.00| 10.40000 3868.80| 10.25000 3813.00 SEAL COAT, 2 | | | 0023 405-05518 632.000 m2 | 2.00000 1264.00| 1.50000 948.00| 1.60000 1011.20 ASPHALT FOR PRIME COAT | | | 0024 406-05521 9382.000 m2 | 0.10000 938.20| 0.10000 938.20| 0.10000 938.20 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1200.00000 4800.00| 1255.00000 5020.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-06233 2.000 EACH| 5995.00000 11990.00| 8400.00000 16800.00| 7000.00000 14000.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0027 601-07024 4.000 EACH| 4000.00000 16000.00| 4220.00000 16880.00| 4000.00000 16000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0028 601-94689 4.000 EACH| 2195.00000 8780.00| 2780.00000 11120.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 177.000 m | 29.03000 5138.31| 30.50000 5398.50| 40.00000 7080.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06639 147.000 m | 60.00000 8820.00| 85.00000 12495.00| 52.00000 7644.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0031 602-06646 195.000 m | 55.00000 10725.00| 84.00000 16380.00| 50.00000 9750.00 TEMPORARY CONCRETE BARRIER | | | 0032 602-06729 12.000 EACH| 7.00000 84.00| 14.00000 168.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0033 609-06259 145.200 m2 | 75.00000 10890.00| 80.00000 11616.00| 75.00000 10890.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 511 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,593,599.46 ROUTE : I-65 CALL ORDER : 511 CONTRACT ID : B -23660-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06490 16.000 EACH| 90.00000 1440.00| 95.00000 1520.00| 110.00000 1760.00 RIGHT OF WAY MARKER | | | 0035 615-06505 7.000 EACH| 495.00000 3465.00| 520.00000 3640.00| 450.00000 3150.00 MONUMENT, B | | | 0036 621-01004 1.000 EACH| 635.00000 635.00| 900.00000 900.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 1.640 Mg | 525.00000 861.00| 550.00000 902.00| 550.00000 902.00 FERTILIZER | | | 0038 621-06548 20.000 kg | 58.00000 1160.00| 60.00000 1200.00| 65.00000 1300.00 SEED MIXTURE, CV | | | 0039 621-06559 18200.000 m2 | 0.30000 5460.00| 0.30000 5460.00| 0.35000 6370.00 MULCHED SEEDING, R | | | 0040 701-03753 638.000 m | 115.00000 73370.00| 125.00000 79750.00| 120.00000 76560.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0041 702-90915 56.000 m3 | 600.00000 33600.00| 600.00000 33600.00| 480.00000 26880.00 CONCRETE, A | | | 0043 703-51030 3468.000 kg | 1.60000 5548.80| 1.30000 4508.40| 1.38000 4785.84 REINFORCING STEEL | | | 0044 703-51032 24153.000 kg | 1.70000 41060.10| 1.40000 33814.20| 1.50000 36229.50 REINFORCING STEEL, EPOXY COATED | | | 0045 706-05732 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 707-05981 265.000 m2 | 590.00000 156350.00| 425.00000 112625.00| 545.00000 144425.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 1067 mm X 1219 mm | | | 0047 709-51821 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 3900.00000 3900.00 SURFACE SEAL | | | 0048 715-05119 13.000 m | 90.00000 1170.00| 65.00000 845.00| 90.00000 1170.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0049 715-05169 29.000 m | 90.00000 2610.00| 65.00000 1885.00| 90.00000 2610.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0050 731-93945 310.000 m2 | 160.00000 49600.00| 127.00000 39370.00| 120.00000 37200.00 FACE PANELS, CONCRETE | | | 0051 731-93946 310.000 m2 | 60.00000 18600.00| 160.00000 49600.00| 92.50000 28675.00 WALL ERECTION | | | 0052 731-93947 79.000 m | 60.00000 4740.00| 65.00000 5135.00| 65.00000 5135.00 LEVELING PAD, CONCRETE | | | 0053 732-06623 8.000 EACH| 500.00000 4000.00| 170.00000 1360.00| 100.00000 800.00 SLEEVE , 406 mm DIA. PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 511 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,593,599.46 ROUTE : I-65 CALL ORDER : 511 CONTRACT ID : B -23660-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1917625 |(3) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-04308 3.000 EACH| 295.00000 885.00| 350.00000 1050.00| 280.00000 840.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 13.000 EACH| 80.00000 1040.00| 60.00000 780.00| 90.00000 1170.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 16.000 EACH| 145.00000 2320.00| 122.50000 1960.00| 100.00000 1600.00 CONSTRUCTION SIGN, A | | | 0057 801-06710 20.000 DAY | 25.00000 500.00| 16.50000 330.00| 20.00000 400.00 FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 10000.00000 10000.00| 19386.45000 19386.45| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0059 801-07118 40.000 m | 60.00000 2400.00| 23.55000 942.00| 37.50000 1500.00 BARRICADE, III-A | | | 0060 801-07119 20.000 m | 75.00000 1500.00| 30.05000 601.00| 42.50000 850.00 BARRICADE, III-B | | | 0061 808-06713 1100.000 m | 0.50000 550.00| 0.40000 440.00| 0.95000 1045.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 1100.000 m | 0.50000 550.00| 0.42000 462.00| 0.95000 1045.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 202-01032 2.000 EACH| 1500.00000 3000.00| 1325.00000 2650.00| 1000.00000 2000.00 SAND BARREL ARRAY, REMOVE | | | 0064 704-51002 168.200 m3 | 550.00000 92510.00| 600.00000 100920.00| 400.00000 67280.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-51020 27.000 m3 | 500.00000 13500.00| 350.00000 9450.00| 526.00000 14202.00 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 1,208,083.91| $ 1,249,700.00| $ 1,290,722.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,208,083.91| $ 1,249,700.00| $ 1,290,722.64 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 511 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,593,599.46 ROUTE : I-65 CALL ORDER : 511 CONTRACT ID : B -23660-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1310611 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|DUNCAN ROBERTSON 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| 20000.00000 20000.00| 19405.64000 19405.64| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1200.00000 14400.00| 1607.60000 19291.20| 1250.00000 15000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 73701.60000 73701.60| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP| 6500.00000 6500.00| 29054.90000 29054.90| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0005 202-02189 2.000 EACH| 2000.00000 4000.00| 69.11000 138.22| 100.00000 200.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02241 364.000 m | 6.50000 2366.00| 5.75000 2093.00| 6.00000 2184.00 GUARDRAIL, REMOVE | | | 0007 202-02277 563.000 m | 13.00000 7319.00| 14.50000 8163.50| 24.40000 13737.20 GUTTER, LIP, REMOVE | | | 0008 202-51330 LUMP| 49000.00000 49000.00| 183714.39000 183714.39| 120000.00000 120000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 4513.000 m3 | 6.50000 29334.50| 21.66000 97751.58| 11.00000 49643.00 EXCAVATION, COMMON | | | 0010 203-02070 20923.000 m3 | 14.00000 292922.00| 6.24000 130559.52| 17.00000 355691.00 BORROW | | | 0011 205-06936 51.000 Mg | 35.00000 1785.00| 31.19000 1590.69| 65.00000 3315.00 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 936.000 m | 5.25000 4914.00| 8.28000 7750.08| 3.00000 2808.00 TEMPORARY SILT FENCE | | | 0013 207-07502 831.000 m2 | 13.00000 10803.00| 9.70000 8060.70| 10.35000 8600.85 SUBGRADE TREATMENT, TYPE D | | | 0015 211-07454 1969.000 m3 | 28.00000 55132.00| 19.41000 38218.29| 25.00000 49225.00 STRUCTURE BACKFILL | | | 0016 303-01180 656.000 Mg | 20.00000 13120.00| 20.07000 13165.92| 15.00000 9840.00 COMPACTED AGGREGATE, NO. 53 | | | 0017 306-08043 200.000 m2 | 18.00000 3600.00| 13.70000 2740.00| 10.00000 2000.00 MILLING, TRANSITION | | | 0018 402-07432 515.000 Mg | 52.00000 26780.00| 49.00000 25235.00| 51.45000 26496.75 HMA SURFACE, TYPE A | | | 0019 402-07435 760.000 Mg | 43.00000 32680.00| 40.50000 30780.00| 42.52000 32315.20 HMA INTERMEDIATE, TYPE A | | | 0020 402-07440 2163.000 Mg | 37.00000 80031.00| 34.75000 75164.25| 36.50000 78949.50 HMA BASE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 511 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,593,599.46 ROUTE : I-65 CALL ORDER : 511 CONTRACT ID : B -23660-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1310611 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05509 3.000 Mg | 30.00000 90.00| 25.00000 75.00| 27.50000 82.50 COVER AGGREGATE, SEAL COAT | | | 0022 404-05511 372.000 m2 | 10.50000 3906.00| 10.00000 3720.00| 10.50000 3906.00 SEAL COAT, 2 | | | 0023 405-05518 632.000 m2 | 1.60000 1011.20| 1.56000 985.92| 1.60000 1011.20 ASPHALT FOR PRIME COAT | | | 0024 406-05521 9382.000 m2 | 0.12000 1125.84| 0.10000 938.20| 0.11000 1032.02 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1300.00000 5200.00| 1425.00000 5700.00| 1347.00000 5388.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-06233 2.000 EACH| 8500.00000 17000.00| 6625.00000 13250.00| 8360.00000 16720.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0027 601-07024 4.000 EACH| 5000.00000 20000.00| 5600.00000 22400.00| 5885.00000 23540.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0028 601-94689 4.000 EACH| 1900.00000 7600.00| 1875.00000 7500.00| 2046.00000 8184.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 177.000 m | 37.00000 6549.00| 38.60000 6832.20| 38.50000 6814.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06639 147.000 m | 50.00000 7350.00| 69.66000 10240.02| 75.00000 11025.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0031 602-06646 195.000 m | 45.00000 8775.00| 69.65000 13581.75| 65.00000 12675.00 TEMPORARY CONCRETE BARRIER | | | 0032 602-06729 12.000 EACH| 7.50000 90.00| 8.49000 101.88| 10.00000 120.00 BARRIER DELINEATOR | | | 0033 609-06259 145.200 m2 | 70.00000 10164.00| 54.32000 7887.26| 80.00000 11616.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0034 615-06490 16.000 EACH| 125.00000 2000.00| 103.00000 1648.00| 126.50000 2024.00 RIGHT OF WAY MARKER | | | 0035 615-06505 7.000 EACH| 625.00000 4375.00| 440.00000 3080.00| 655.00000 4585.00 MONUMENT, B | | | 0036 621-01004 1.000 EACH| 650.00000 650.00| 635.00000 635.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 1.640 Mg | 550.00000 902.00| 525.00000 861.00| 600.00000 984.00 FERTILIZER | | | 0038 621-06548 20.000 kg | 60.00000 1200.00| 58.00000 1160.00| 65.00000 1300.00 SEED MIXTURE, CV | | | 0039 621-06559 18200.000 m2 | 0.35000 6370.00| 0.30000 5460.00| 0.35000 6370.00 MULCHED SEEDING, R | | | 0040 701-03753 638.000 m | 110.00000 70180.00| 160.77000 102571.26| 120.00000 76560.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 511 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,593,599.46 ROUTE : I-65 CALL ORDER : 511 CONTRACT ID : B -23660-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1310611 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 702-90915 56.000 m3 | 550.00000 30800.00| 713.20000 39939.20| 650.00000 36400.00 CONCRETE, A | | | 0043 703-51030 3468.000 kg | 1.40000 4855.20| 2.05000 7109.40| 1.35000 4681.80 REINFORCING STEEL | | | 0044 703-51032 24153.000 kg | 1.60000 38644.80| 1.90000 45890.70| 1.50000 36229.50 REINFORCING STEEL, EPOXY COATED | | | 0045 706-05732 4.000 EACH| 1100.00000 4400.00| 1358.67000 5434.68| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 707-05981 265.000 m2 | 525.00000 139125.00| 533.79000 141454.35| 600.00000 159000.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 1067 mm X 1219 mm | | | 0047 709-51821 LUMP| 3600.00000 3600.00| 3560.00000 3560.00| 6500.00000 6500.00 SURFACE SEAL | | | 0048 715-05119 13.000 m | 85.00000 1105.00| 125.83000 1635.79| 75.00000 975.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0049 715-05169 29.000 m | 80.00000 2320.00| 128.20000 3717.80| 75.00000 2175.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0050 731-93945 310.000 m2 | 110.00000 34100.00| 203.65000 63131.50| 200.00000 62000.00 FACE PANELS, CONCRETE | | | 0051 731-93946 310.000 m2 | 75.00000 23250.00| 110.58000 34279.80| 100.00000 31000.00 WALL ERECTION | | | 0052 731-93947 79.000 m | 60.00000 4740.00| 85.16000 6727.64| 50.00000 3950.00 LEVELING PAD, CONCRETE | | | 0053 732-06623 8.000 EACH| 450.00000 3600.00| 329.35000 2634.80| 500.00000 4000.00 SLEEVE , 406 mm DIA. PVC | | | 0054 801-04308 3.000 EACH| 350.00000 1050.00| 335.00000 1005.00| 275.00000 825.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06625 13.000 EACH| 60.00000 780.00| 57.00000 741.00| 95.00000 1235.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 16.000 EACH| 125.00000 2000.00| 115.00000 1840.00| 95.00000 1520.00 CONSTRUCTION SIGN, A | | | 0057 801-06710 20.000 DAY | 30.00000 600.00| 16.00000 320.00| 12.00000 240.00 FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 8000.00000 8000.00| 10127.32000 10127.32| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0059 801-07118 40.000 m | 25.00000 1000.00| 22.00000 880.00| 37.40000 1496.00 BARRICADE, III-A | | | 0060 801-07119 20.000 m | 30.00000 600.00| 28.00000 560.00| 42.00000 840.00 BARRICADE, III-B | | | 0061 808-06713 1100.000 m | 0.42000 462.00| 0.40000 440.00| 1.00000 1100.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 511 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,593,599.46 ROUTE : I-65 CALL ORDER : 511 CONTRACT ID : B -23660-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 05-0558668 |(6) 35-1310611 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS HIGHWAY GROU|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-06714 1100.000 m | 0.42000 462.00| 0.40000 440.00| 1.00000 1100.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 202-01032 2.000 EACH| 1000.00000 2000.00| 1828.39840 3656.80| 750.00000 1500.00 SAND BARREL ARRAY, REMOVE | | | 0064 704-51002 168.200 m3 | 600.00000 100920.00| 633.40820 106539.26| 600.00000 100920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-51020 27.000 m3 | 500.00000 13500.00| 620.77970 16761.05| 600.00000 16200.00 CONCRETE, C, RAILING | | | SECTION TOTALS | $ 1,316,138.54| $ 1,474,032.06| $ 1,593,530.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,316,138.54| $ 1,474,032.06| $ 1,593,530.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/02/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4273002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 419,459.60 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 429,673.80 102.4350% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 444,314.84 105.9255% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 462,450.00 110.2489% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 468,518.49 111.6957% 6 35-1385672 FORCE CONSTRUCTION CO. INC. $ 496,444.63 118.3533% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 517,358.55 123.3393% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1609544 |(3) 35-2040801 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I 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| 3000.00000 3000.00| 7680.00000 7680.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1250.00000 7500.00| 1200.00000 7200.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 21400.00000 21400.00| 21500.00000 21500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 6000.00000 6000.00| 11500.00000 11500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 57.280 m | 15.00000 859.20| 9.00000 515.52| 16.00000 916.48 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 40000.00000 40000.00| 56244.00000 56244.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-62420 83.000 m | 15.00000 1245.00| 10.00000 830.00| 3.00000 249.00 BRIDGE RAILING, REMOVE | | | 0008 203-02000 1018.000 m3 | 9.00000 9162.00| 3.59000 3654.62| 11.00000 11198.00 EXCAVATION, COMMON | | | 0009 203-02070 1274.000 m3 | 10.00000 12740.00| 8.81000 11223.94| 14.00000 17836.00 BORROW | | | 0010 211-06467 15.400 m3 | 35.00000 539.00| 40.00000 616.00| 80.00000 1232.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 301-07448 414.000 Mg | 16.00000 6624.00| 21.35000 8838.90| 18.00000 7452.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 402-07433 96.000 Mg | 77.00000 7392.00| 79.10000 7593.60| 70.00000 6720.00 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1609544 |(3) 35-2040801 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-07441 114.200 Mg | 66.00000 7537.20| 67.80000 7742.76| 60.00000 6852.00 HMA BASE, TYPE B | | | 0014 405-05518 423.000 m2 | 0.82000 346.86| 0.85000 359.55| 0.75000 317.25 ASPHALT FOR PRIME COAT | | | 0015 406-05521 1115.000 m2 | 0.55000 613.25| 0.57000 635.55| 0.50000 557.50 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1500.00000 6000.00| 1582.00000 6328.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-94689 4.000 EACH| 2075.00000 8300.00| 2091.00000 8364.00| 1850.00000 7400.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 152.400 m | 42.00000 6400.80| 44.07000 6716.27| 39.00000 5943.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06729 18.000 EACH| 10.00000 180.00| 10.00000 180.00| 9.00000 162.00 BARRIER DELINEATOR | | | 0020 603-06040 348.600 m | 21.50000 7494.90| 22.43000 7819.10| 19.85000 6919.71 FENCE, FARM FIELD, 1190 mm | | | 0021 609-06257 162.000 m2 | 75.00000 12150.00| 59.44000 9629.28| 75.00000 12150.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 905.000 m2 | 3.00000 2715.00| 1.65000 1493.25| 4.00000 3620.00 GEOTEXTILES | | | 0023 616-05688 1852.000 Mg | 18.00000 33336.00| 19.40000 35928.80| 22.00000 40744.00 RIPRAP, CLASS 1 | | | 0024 616-06405 62.900 Mg | 22.00000 1383.80| 20.00000 1258.00| 37.00000 2327.30 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 325.00000 325.00| 339.00000 339.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06574 42.200 m2 | 30.45000 1284.99| 27.80000 1173.16| 20.00000 844.00 SODDING | | | 0028 701-02936 30.400 m | 200.00000 6080.00| 226.67000 6890.77| 250.00000 7600.00 PILE, STEEL H, HP 360 X 132 | | | 0029 701-51210 2.100 m | 500.00000 1050.00| 1764.00000 3704.40| 900.00000 1890.00 PILE ENCASEMENT, CONCRETE | | | 0030 702-51005 17.600 m3 | 750.00000 13200.00| 703.73000 12385.65| 675.00000 11880.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 703-51030 1706.000 kg | 1.35000 2303.10| 1.35000 2303.10| 1.50000 2559.00 REINFORCING STEEL | | | 0032 703-51032 19089.000 kg | 1.50000 28633.50| 1.52000 29015.28| 1.70000 32451.30 REINFORCING STEEL, EPOXY COATED | | | 0033 704-51002 110.100 m3 | 600.00000 66060.00| 544.26000 59923.03| 550.00000 60555.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1609544 |(3) 35-2040801 |DUNCAN ROBERTSON INC |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 706-05732 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 20.300 m3 | 500.00000 10150.00| 493.84000 10024.95| 540.00000 10962.00 CONCRETE, C, RAILING | | | 0036 707-05972 188.000 m2 | 325.00000 61100.00| 354.87000 66715.56| 425.00000 79900.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0037 709-51821 LUMP| 5000.00000 5000.00| 3850.00000 3850.00| 3300.00000 3300.00 SURFACE SEAL | | | 0038 715-05407 28.000 m | 10.00000 280.00| 13.12000 367.36| 15.00000 420.00 PIPE, END BENT DRAIN, 150 mm | | | 0039 801-04308 6.000 EACH| 143.00000 858.00| 150.00000 900.00| 130.77000 784.62 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 56.000 EACH| 80.00000 4480.00| 81.00000 4536.00| 71.90000 4026.40 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 8.000 EACH| 82.50000 660.00| 85.00000 680.00| 75.00000 600.00 CONSTRUCTION SIGN, A | | | 0042 801-06710 10.000 DAY | 20.00000 200.00| 15.00000 150.00| 15.00000 150.00 FLASHING ARROW SIGN | | | 0043 801-06775 LUMP| 2000.00000 2000.00| 300.00000 300.00| 750.00000 750.00 MAINTAINING TRAFFIC | | | 0044 801-07119 43.200 m | 17.50000 756.00| 18.25000 788.40| 16.15000 697.68 BARRICADE, III-B | | | 0045 621-06559 5600.000 m2 | 0.45000 2520.00| 0.46000 2576.00| 0.33000 1848.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 419,459.60| $ 429,673.80| $ 444,314.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 419,459.60| $ 429,673.80| $ 444,314.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 6500.00000 6500.00| 6800.00000 6800.00| 6300.00000 6300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1650.00000 9900.00| 1800.00000 10800.00| 1355.00000 8130.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 23400.00000 23400.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 14050.00000 14050.00| 3732.00000 3732.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 57.280 m | 13.00000 744.64| 26.00000 1489.28| 10.00000 572.80 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 31998.09000 31998.09| 42946.00000 42946.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-62420 83.000 m | 10.00000 830.00| 10.00000 830.00| 10.50000 871.50 BRIDGE RAILING, REMOVE | | | 0008 203-02000 1018.000 m3 | 18.00000 18324.00| 8.00000 8144.00| 16.25000 16542.50 EXCAVATION, COMMON | | | 0009 203-02070 1274.000 m3 | 13.00000 16562.00| 16.50000 21021.00| 20.00000 25480.00 BORROW | | | 0010 211-06467 15.400 m3 | 100.00000 1540.00| 105.00000 1617.00| 96.00000 1478.40 AGGREGATE FOR END BENT BACKFILL | | | 0011 301-07448 414.000 Mg | 20.00000 8280.00| 23.00000 9522.00| 22.00000 9108.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 402-07433 96.000 Mg | 92.75000 8904.00| 75.00000 7200.00| 95.00000 9120.00 HMA SURFACE, TYPE B | | | 0013 402-07441 114.200 Mg | 84.50000 9649.90| 65.00000 7423.00| 70.50000 8051.10 HMA BASE, TYPE B | | | 0014 405-05518 423.000 m2 | 1.90000 803.70| 0.80000 338.40| 0.75000 317.25 ASPHALT FOR PRIME COAT | | | 0015 406-05521 1115.000 m2 | 0.05000 55.75| 0.55000 613.25| 0.50000 557.50 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1135.00000 4540.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-94689 4.000 EACH| 2000.00000 8000.00| 1850.00000 7400.00| 1890.00000 7560.00 GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 152.400 m | 36.00000 5486.40| 39.00000 5943.60| 34.00000 5181.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06729 18.000 EACH| 7.50000 135.00| 9.00000 162.00| 7.00000 126.00 BARRIER DELINEATOR | | | 0020 603-06040 348.600 m | 21.00000 7320.60| 19.85000 6919.71| 19.50000 6797.70 FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 609-06257 162.000 m2 | 70.00000 11340.00| 70.00000 11340.00| 62.00000 10044.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 905.000 m2 | 1.50000 1357.50| 2.00000 1810.00| 2.00000 1810.00 GEOTEXTILES | | | 0023 616-05688 1852.000 Mg | 19.00000 35188.00| 24.00000 44448.00| 20.35000 37688.20 RIPRAP, CLASS 1 | | | 0024 616-06405 62.900 Mg | 23.00000 1446.70| 35.00000 2201.50| 35.00000 2201.50 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 310.00000 310.00| 325.00000 325.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06574 42.200 m2 | 25.00000 1055.00| 26.50000 1118.30| 19.40000 818.68 SODDING | | | 0028 701-02936 30.400 m | 250.00000 7600.00| 200.00000 6080.00| 192.00000 5836.80 PILE, STEEL H, HP 360 X 132 | | | 0029 701-51210 2.100 m | 2500.00000 5250.00| 1750.00000 3675.00| 524.00000 1100.40 PILE ENCASEMENT, CONCRETE | | | 0030 702-51005 17.600 m3 | 995.00000 17512.00| 750.00000 13200.00| 614.00000 10806.40 CONCRETE, A, SUBSTRUCTURE | | | 0031 703-51030 1706.000 kg | 1.40000 2388.40| 1.25000 2132.50| 2.30000 3923.80 REINFORCING STEEL | | | 0032 703-51032 19089.000 kg | 1.48000 28251.72| 1.55000 29587.95| 2.20000 41995.80 REINFORCING STEEL, EPOXY COATED | | | 0033 704-51002 110.100 m3 | 780.00000 85878.00| 660.00000 72666.00| 750.00000 82575.00 CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1148.00000 4592.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 20.300 m3 | 390.00000 7917.00| 380.00000 7714.00| 490.00000 9947.00 CONCRETE, C, RAILING | | | 0036 707-05972 188.000 m2 | 351.00000 65988.00| 350.00000 65800.00| 373.00000 70124.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0037 709-51821 LUMP| 3800.00000 3800.00| 3950.00000 3950.00| 4000.00000 4000.00 SURFACE SEAL | | | 0038 715-05407 28.000 m | 20.00000 560.00| 16.25000 455.00| 29.00000 812.00 PIPE, END BENT DRAIN, 150 mm | | | 0039 801-04308 6.000 EACH| 140.00000 840.00| 150.00000 900.00| 130.77000 784.62 ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 56.000 EACH| 85.00000 4760.00| 80.00000 4480.00| 71.90000 4026.40 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1128289 |(6) 35-1385672 |MILESTONE CONTRACTORS, L.P. |BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06640 8.000 EACH| 70.00000 560.00| 80.00000 640.00| 75.00000 600.00 CONSTRUCTION SIGN, A | | | 0042 801-06710 10.000 DAY | 10.00000 100.00| 50.00000 500.00| 13.00000 130.00 FLASHING ARROW SIGN | | | 0043 801-06775 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 9350.00000 9350.00 MAINTAINING TRAFFIC | | | 0044 801-07119 43.200 m | 23.00000 993.60| 17.50000 756.00| 16.15000 697.68 BARRICADE, III-B | | | 0045 621-06559 5600.000 m2 | 0.45000 2520.00| 0.45000 2520.00| 0.44000 2464.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 462,450.00| $ 468,518.49| $ 496,444.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 462,450.00| $ 468,518.49| $ 496,444.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | 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| 14000.00000 14000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1300.00000 7800.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25800.00000 25800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15500.00000 15500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 57.280 m | 12.50000 716.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 35000.00000 35000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-62420 83.000 m | 15.00000 1245.00| | BRIDGE RAILING, REMOVE | | | 0008 203-02000 1018.000 m3 | 12.00000 12216.00| | EXCAVATION, COMMON | | | 0009 203-02070 1274.000 m3 | 16.00000 20384.00| | BORROW | | | 0010 211-06467 15.400 m3 | 50.00000 770.00| | AGGREGATE FOR END BENT BACKFILL | | | 0011 301-07448 414.000 Mg | 30.00000 12420.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 402-07433 96.000 Mg | 72.00000 6912.00| | HMA SURFACE, TYPE B | | | 0013 402-07441 114.200 Mg | 62.00000 7080.40| | HMA BASE, TYPE B | | | 0014 405-05518 423.000 m2 | 0.75000 317.25| | ASPHALT FOR PRIME COAT | | | 0015 406-05521 1115.000 m2 | 0.50000 557.50| | ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1150.00000 4600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-94689 4.000 EACH| 1900.00000 7600.00| | GUARDRAIL END TREATMENT, OS | | | 0018 601-99105 152.400 m | 35.00000 5334.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0019 602-06729 18.000 EACH| 7.00000 126.00| | BARRIER DELINEATOR | | | 0020 603-06040 348.600 m | 20.00000 6972.00| | FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 609-06257 162.000 m2 | 70.00000 11340.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 905.000 m2 | 2.00000 1810.00| | GEOTEXTILES | | | 0023 616-05688 1852.000 Mg | 28.00000 51856.00| | RIPRAP, CLASS 1 | | | 0024 616-06405 62.900 Mg | 26.00000 1635.40| | RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 300.00000 300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06574 42.200 m2 | 25.00000 1055.00| | SODDING | | | 0028 701-02936 30.400 m | 420.00000 12768.00| | PILE, STEEL H, HP 360 X 132 | | | 0029 701-51210 2.100 m | 800.00000 1680.00| | PILE ENCASEMENT, CONCRETE | | | 0030 702-51005 17.600 m3 | 1200.00000 21120.00| | CONCRETE, A, SUBSTRUCTURE | | | 0031 703-51030 1706.000 kg | 1.25000 2132.50| | REINFORCING STEEL | | | 0032 703-51032 19089.000 kg | 1.40000 26724.60| | REINFORCING STEEL, EPOXY COATED | | | 0033 704-51002 110.100 m3 | 775.00000 85327.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0034 706-05732 4.000 EACH| 1175.00000 4700.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51020 20.300 m3 | 420.00000 8526.00| | CONCRETE, C, RAILING | | | 0036 707-05972 188.000 m2 | 420.00000 78960.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0037 709-51821 LUMP| 3800.00000 3800.00| | SURFACE SEAL | | | 0038 715-05407 28.000 m | 70.00000 1960.00| | PIPE, END BENT DRAIN, 150 mm | | | 0039 801-04308 6.000 EACH| 135.00000 810.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06625 56.000 EACH| 75.00000 4200.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 521 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,785.86 ROUTE : SR 244 CALL ORDER : 521 CONTRACT ID : B -24469-A COUNTIES : SHELBY RUSH LETTING DATE : 02/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06640 8.000 EACH| 78.00000 624.00| | CONSTRUCTION SIGN, A | | | 0042 801-06710 10.000 DAY | 135.00000 1350.00| | FLASHING ARROW SIGN | | | 0043 801-06775 LUMP| 6075.00000 6075.00| | MAINTAINING TRAFFIC | | | 0044 801-07119 43.200 m | 17.00000 734.40| | BARRICADE, III-B | | | 0045 621-06559 5600.000 m2 | 0.45000 2520.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 517,358.55| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 517,358.55| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,833.03 ROUTE : SR 67 CALL ORDER : 541 CONTRACT ID : B -26566-A COUNTIES : MORGAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9955012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 265,311.30 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 270,212.60 101.8473% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 319,829.00 120.5485% 4 61-1201949 INTECH CONTRACTING LLC $ 335,237.37 126.3562% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 362,998.70 136.8199% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-1381845 |CLR, INC. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC 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| 1300.00000 1300.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1180.00000 9440.00| 1050.00000 8400.00| 1500.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 13000.00000 13000.00| 12500.00000 12500.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1325.00000 1325.00| 1500.00000 1500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 203-02055 132.000 CYS | 40.00000 5280.00| 30.00000 3960.00| 40.00000 5280.00 EMBANKMENT | | | 0006 205-06932 56.000 LFT | 12.60000 705.60| 5.00000 280.00| 18.00000 1008.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0007 205-06937 530.000 LFT | 1.75000 927.50| 1.00000 530.00| 2.00000 1060.00 TEMPORARY SILT FENCE | | | 0008 210-05893 16.000 EACH| 42.00000 672.00| 50.00000 800.00| 100.00000 1600.00 METAL SAMPLES | | | 0009 210-06981 LUMP| 3800.00000 3800.00| 5000.00000 5000.00| 12500.00000 12500.00 TIGHTEN TENSION MEMBERS | | | 0010 210-07888 LUMP| 17500.00000 17500.00| 18500.00000 18500.00| 25100.00000 25100.00 WINGWALLS , REBUILD | | | 0011 303-01180 190.000 TON | 31.00000 5890.00| 25.00000 4750.00| 30.00000 5700.00 COMPACTED AGGREGATE, NO. 53 | | | 0012 303-07449 40.000 TON | 54.01000 2160.40| 25.00000 1000.00| 40.00000 1600.00 COMPACTED AGGREGATE, NO. 73 | | | 0013 402-07432 40.000 TON | 124.00000 4960.00| 82.50000 3300.00| 87.00000 3480.00 HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,833.03 ROUTE : SR 67 CALL ORDER : 541 CONTRACT ID : B -26566-A COUNTIES : MORGAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-1381845 |CLR, INC. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-07435 69.000 TON | 91.00000 6279.00| 66.00000 4554.00| 69.00000 4761.00 HMA INTERMEDIATE, TYPE A | | | 0015 405-05518 470.000 SYS | 2.00000 940.00| 1.10000 517.00| 1.15000 540.50 ASPHALT FOR PRIME COAT | | | 0016 601-05399 LUMP| 10900.00000 10900.00| 12500.00000 12500.00| 15000.00000 15000.00 GUARDRAIL , BRIDGE | | | 0017 601-05399 LUMP| 11300.00000 11300.00| 12500.00000 12500.00| 11000.00000 11000.00 GUARDRAIL , OFF STRUCTURE | | | 0018 603-04741 LUMP| 1800.00000 1800.00| 1000.00000 1000.00| 2800.00000 2800.00 FENCE , FARM FIELD, RESET | | | 0019 616-02320 260.000 SYS | 4.00000 1040.00| 4.00000 1040.00| 3.00000 780.00 GEOTEXTILES | | | 0020 616-06405 156.000 TON | 30.00000 4680.00| 25.00000 3900.00| 25.00000 3900.00 RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH| 90.00000 180.00| 100.00000 200.00| 173.00000 346.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 130.000 SYS | 15.00000 1950.00| 5.50000 715.00| 2.35000 305.50 MULCHED SEEDING, R | | | 0025 621-06574 50.000 SYS | 17.00000 850.00| 45.00000 2250.00| 25.30000 1265.00 SODDING | | | 0026 708-05394 LUMP| 12600.00000 12600.00| 15000.00000 15000.00| 40000.00000 40000.00 REPAIR , END POST | | | 0027 708-05394 LUMP| 10800.00000 10800.00| 7500.00000 7500.00| 10000.00000 10000.00 REPAIR AND MODIFY ABUTMENTS | | | 0028 708-05394 LUMP| 3300.00000 3300.00| 5000.00000 5000.00| 3000.00000 3000.00 REPAIR PORTALS | | | 0029 711-05395 4.000 EACH| 950.00000 3800.00| 750.00000 3000.00| 500.00000 2000.00 REPLACE UPPER CHORD SPLICE PLATES | | | 0030 711-05396 LUMP| 8500.00000 8500.00| 14000.00000 14000.00| 11000.00000 11000.00 REPLACE BEARING ASSEMBLIES | | | 0031 711-05397 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 15000.00000 15000.00 FLOOR BEAMS , REPLACE | | | 0032 711-05398 LUMP| 5800.00000 5800.00| 7500.00000 7500.00| 4000.00000 4000.00 TRUSS , REPAIR & STRENGTHEN VERTICALS | | | 0033 712-04406 LUMP| 19250.00000 19250.00| 25000.00000 25000.00| 20000.00000 20000.00 REPLACE STRINGERS | | | 0034 712-04407 LUMP| 36500.00000 36500.00| 35000.00000 35000.00| 29000.00000 29000.00 REPLACE DECK , STEEL GRID | | | 0035 801-04308 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 205.00000 410.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,833.03 ROUTE : SR 67 CALL ORDER : 541 CONTRACT ID : B -26566-A COUNTIES : MORGAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-1381845 |CLR, INC. |DUNCAN ROBERTSON INC |HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 801-06605 4.000 EACH| 325.00000 1300.00| 105.00000 420.00| 75.00000 300.00 BARRICADE, IIIA | | | 0037 801-06640 6.000 EACH| 250.00000 1500.00| 80.00000 480.00| 86.00000 516.00 CONSTRUCTION SIGN, A | | | 0038 802-76025 53.600 SFT | 23.00000 1232.80| 20.00000 1072.00| 24.00000 1286.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0039 802-76055 92.000 LFT | 6.25000 575.00| 5.50000 506.00| 7.00000 644.00 SIGN POST, A | | | 0040 804-76350 8.000 EACH| 33.00000 264.00| 55.00000 440.00| 40.00000 320.00 DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0041 808-06713 502.000 LFT | 1.00000 502.00| 2.30000 1154.60| 1.20000 602.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-75035 18.000 LFT | 6.00000 108.00| 8.00000 144.00| 6.90000 124.20 LINE, PAINT, SOLID, WHITE, 24 IN. | | | 0043 210-06738 LUMP| 11100.00000 11100.00| 11000.00000 11000.00| 12000.00000 12000.00 CLEAN STEEL & IRON BRIDGE | | | 0044 210-05813 LUMP| 31000.00000 31000.00| 30000.00000 30000.00| 33600.00000 33600.00 PAINT STEEL & IRON BRIDGE | | | SECTION TOTALS | $ 265,311.30| $ 270,212.60| $ 319,829.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,311.30| $ 270,212.60| $ 319,829.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 541 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,833.03 ROUTE : SR 67 CALL ORDER : 541 CONTRACT ID : B -26566-A COUNTIES : MORGAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 |(5) 35-2040801 | |INTECH CONTRACTING LLC |GOHMANN ASPHALT & CONSTR., I| 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| 3900.00000 3900.00| 2000.00000 2000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1400.00000 11200.00| 1200.00000 9600.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16700.00000 16700.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| CLEARING RIGHT OF WAY | | | 0005 203-02055 132.000 CYS | 48.00000 6336.00| 45.00000 5940.00| EMBANKMENT | | | 0006 205-06932 56.000 LFT | 14.84000 831.04| 15.00000 840.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0007 205-06937 530.000 LFT | 1.80000 954.00| 2.00000 1060.00| TEMPORARY SILT FENCE | | | 0008 210-05893 16.000 EACH| 77.00000 1232.00| 100.00000 1600.00| METAL SAMPLES | | | 0009 210-06981 LUMP| 4100.00000 4100.00| 4500.00000 4500.00| TIGHTEN TENSION MEMBERS | | | 0010 210-07888 LUMP| 23000.00000 23000.00| 35000.00000 35000.00| WINGWALLS , REBUILD | | | 0011 303-01180 190.000 TON | 27.00000 5130.00| 30.00000 5700.00| COMPACTED AGGREGATE, NO. 53 | | | 0012 303-07449 40.000 TON | 43.00000 1720.00| 30.00000 1200.00| COMPACTED AGGREGATE, NO. 73 | | | 0013 402-07432 40.000 TON | 97.51000 3900.40| 80.00000 3200.00| HMA SURFACE, TYPE A | | | 0014 402-07435 69.000 TON | 78.01000 5382.69| 65.00000 4485.00| HMA INTERMEDIATE, TYPE A | | | 0015 405-05518 470.000 SYS | 1.30000 611.00| 1.00000 470.00| ASPHALT FOR PRIME COAT | | | 0016 601-05399 LUMP| 16200.00000 16200.00| 12000.00000 12000.00| GUARDRAIL , BRIDGE | | | 0017 601-05399 LUMP| 15339.00000 15339.00| 14000.00000 14000.00| GUARDRAIL , OFF STRUCTURE | | | 0018 603-04741 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| FENCE , FARM FIELD, RESET | | | 0019 616-02320 260.000 SYS | 5.50000 1430.00| 3.50000 910.00| GEOTEXTILES | | | 0020 616-06405 156.000 TON | 26.00000 4056.00| 35.00000 5460.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 541 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,833.03 ROUTE : SR 67 CALL ORDER : 541 CONTRACT ID : B -26566-A COUNTIES : MORGAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 |(5) 35-2040801 | |INTECH CONTRACTING LLC |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 621-01004 2.000 EACH| 156.00000 312.00| 165.00000 330.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 130.000 SYS | 2.14000 278.20| 2.25000 292.50| MULCHED SEEDING, R | | | 0025 621-06574 50.000 SYS | 23.32000 1166.00| 23.00000 1150.00| SODDING | | | 0026 708-05394 LUMP| 27500.00000 27500.00| 12000.00000 12000.00| REPAIR , END POST | | | 0027 708-05394 LUMP| 12000.00000 12000.00| 9000.00000 9000.00| REPAIR AND MODIFY ABUTMENTS | | | 0028 708-05394 LUMP| 3200.00000 3200.00| 3500.00000 3500.00| REPAIR PORTALS | | | 0029 711-05395 4.000 EACH| 375.00000 1500.00| 1600.00000 6400.00| REPLACE UPPER CHORD SPLICE PLATES | | | 0030 711-05396 LUMP| 14000.00000 14000.00| 30000.00000 30000.00| REPLACE BEARING ASSEMBLIES | | | 0031 711-05397 LUMP| 14000.00000 14000.00| 14800.00000 14800.00| FLOOR BEAMS , REPLACE | | | 0032 711-05398 LUMP| 8000.00000 8000.00| 16000.00000 16000.00| TRUSS , REPAIR & STRENGTHEN VERTICALS | | | 0033 712-04406 LUMP| 36000.00000 36000.00| 39000.00000 39000.00| REPLACE STRINGERS | | | 0034 712-04407 LUMP| 47000.00000 47000.00| 55000.00000 55000.00| REPLACE DECK , STEEL GRID | | | 0035 801-04308 2.000 EACH| 486.76000 973.52| 185.00000 370.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 4.000 EACH| 330.01000 1320.04| 70.00000 280.00| BARRICADE, IIIA | | | 0037 801-06640 6.000 EACH| 247.51000 1485.06| 100.00000 600.00| CONSTRUCTION SIGN, A | | | 0038 802-76025 53.600 SFT | 29.54000 1583.34| 26.00000 1393.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0039 802-76055 92.000 LFT | 8.17000 751.64| 6.00000 552.00| SIGN POST, A | | | 0040 804-76350 8.000 EACH| 107.25000 858.00| 25.00000 200.00| DELINEATOR WITH POST, D3, 3 IN. DIA. | | | 0041 808-06713 502.000 LFT | 0.46000 230.92| 1.10000 552.20| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0042 808-75035 18.000 LFT | 3.14000 56.52| 6.30000 113.40| LINE, PAINT, SOLID, WHITE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 541 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 267,833.03 ROUTE : SR 67 CALL ORDER : 541 CONTRACT ID : B -26566-A COUNTIES : MORGAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 61-1201949 |(5) 35-2040801 | |INTECH CONTRACTING LLC |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 210-06738 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| CLEAN STEEL & IRON BRIDGE | | | 0044 210-05813 LUMP| 28000.00000 28000.00| 15000.00000 15000.00| PAINT STEEL & IRON BRIDGE | | | SECTION TOTALS | $ 335,237.37| $ 362,998.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 335,237.37| $ 362,998.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 820,658.14 ROUTE : CALL ORDER : 551 CONTRACT ID : B -27032-A COUNTIES : MONROE LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9953008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 736,118.81 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 754,062.66 102.4376% 3 35-1801998 CLR, INC. $ 789,059.84 107.1919% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 839,007.87 113.9772% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 861,627.30 117.0500% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1310611 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC |CLR, 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| 8000.00000 8000.00| 5500.00000 5500.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1200.00000 9600.00| 1200.00000 9600.00| 1000.00000 8000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 36000.00000 36000.00| 35000.00000 35000.00| 39000.00000 39000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 14000.00000 14000.00| 14000.00000 14000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 139.000 LFT | 5.00000 695.00| 5.00000 695.00| 4.00000 556.00 GUARDRAIL, REMOVE | | | 0006 202-02255 9.000 EACH| 250.00000 2250.00| 500.00000 4500.00| 400.00000 3600.00 TREE, 18 IN., REMOVE | | | 0007 202-02260 7.000 EACH| 500.00000 3500.00| 700.00000 4900.00| 730.00000 5110.00 TREE, 30 IN., REMOVE | | | 0008 202-51330 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-93898 14.000 EACH| 200.00000 2800.00| 400.00000 5600.00| 300.00000 4200.00 TREE, 12 IN., REMOVE | | | 0010 203-02000 2127.000 CYS | 5.00000 10635.00| 9.00000 19143.00| 6.10000 12974.70 EXCAVATION, COMMON | | | 0011 203-02070 10291.000 CYS | 7.50000 77182.50| 9.00000 92619.00| 7.40000 76153.40 BORROW | | | 0012 203-04109 LUMP| 800.00000 800.00| 2000.00000 2000.00| 6000.00000 6000.00 ARCHEOLOGICAL MITIGATION | | | 0013 203-51223 209.000 CYS | 10.00000 2090.00| 10.00000 2090.00| 10.00000 2090.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 820,658.14 ROUTE : CALL ORDER : 551 CONTRACT ID : B -27032-A COUNTIES : MONROE LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1310611 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06931 44.000 TON | 35.00000 1540.00| 30.00000 1320.00| 24.00000 1056.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 3.000 TON | 30.00000 90.00| 100.00000 300.00| 90.00000 270.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 475.000 LFT | 1.85000 878.75| 5.00000 2375.00| 2.00000 950.00 TEMPORARY SILT FENCE | | | 0017 206-51215 51.000 CYS | 45.00000 2295.00| 150.00000 7650.00| 185.00000 9435.00 EXCAVATION, X | | | 0018 206-51220 123.000 CYS | 65.00000 7995.00| 300.00000 36900.00| 60.00000 7380.00 EXCAVATION, WET | | | 0019 206-51230 94.800 CYS | 25.00000 2370.00| 15.00000 1422.00| 15.00000 1422.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-07502 568.300 SYS | 5.00000 2841.50| 4.00000 2273.20| 4.00000 2273.20 SUBGRADE TREATMENT, TYPE D | | | 0021 211-06467 31.700 CYS | 60.00000 1902.00| 30.00000 951.00| 73.00000 2314.10 AGGREGATE FOR END BENT BACKFILL | | | 0022 301-07448 871.000 TON | 11.00000 9581.00| 15.50000 13500.50| 15.00000 13065.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 21.200 CYS | 30.00000 636.00| 15.50000 328.60| 88.00000 1865.60 DENSE GRADED SUBBASE | | | 0024 303-01180 193.300 TON | 11.00000 2126.30| 15.50000 2996.15| 21.00000 4059.30 COMPACTED AGGREGATE, NO. 53 | | | 0025 402-07432 102.200 TON | 68.00000 6949.60| 71.50000 7307.30| 94.00000 9606.80 HMA SURFACE, TYPE A | | | 0026 402-07435 307.000 TON | 50.00000 15350.00| 50.50000 15503.50| 51.00000 15657.00 HMA INTERMEDIATE, TYPE A | | | 0027 405-05517 0.270 TON | 1000.00000 270.00| 1100.00000 297.00| 1500.00000 405.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 0.580 TON | 225.00000 130.50| 250.00000 145.00| 500.00000 290.00 ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1500.00000 6000.00| 1340.00000 5360.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06037 4.000 EACH| 700.00000 2800.00| 725.00000 2900.00| 750.00000 3000.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 400.000 LFT | 12.60000 5040.00| 12.00000 4800.00| 12.00000 4800.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 602-06729 22.000 EACH| 7.00000 154.00| 10.00000 220.00| 7.50000 165.00 BARRIER DELINEATOR | | | 0033 609-06257 121.200 SYS | 80.00000 9696.00| 60.00000 7272.00| 85.00000 10302.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 820,658.14 ROUTE : CALL ORDER : 551 CONTRACT ID : B -27032-A COUNTIES : MONROE LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1310611 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-06505 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 450.00000 900.00 MONUMENT, B | | | 0035 616-02320 1938.000 SYS | 4.00000 7752.00| 3.00000 5814.00| 3.25000 6298.50 GEOTEXTILES | | | 0036 616-06405 1265.500 TON | 28.00000 35434.00| 18.00000 22779.00| 17.75000 22462.63 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 500.00000 500.00| 330.00000 330.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01956 304.000 LBS | 2.50000 760.00| 2.00000 608.00| 2.00000 608.00 SEED MIXTURE, LEGUME, 1 | | | 0039 621-06545 0.950 TON | 350.00000 332.50| 360.00000 342.00| 500.00000 475.00 FERTILIZER | | | 0040 621-06548 6.100 LBS | 65.00000 396.50| 35.00000 213.50| 50.00000 305.00 SEED MIXTURE, CV | | | 0041 621-06553 272.000 LBS | 0.47000 127.84| 2.00000 544.00| 2.00000 544.00 SEED MIXTURE, R | | | 0042 621-06557 152.000 LBS | 0.47000 71.44| 2.60000 395.20| 2.36000 358.72 SEED MIXTURE, T | | | 0043 621-06565 7.000 TON | 400.00000 2800.00| 375.00000 2625.00| 375.00000 2625.00 MULCHING MATERIAL | | | 0044 621-06567 4.760 MG | 1.00000 4.76| 0.50000 2.38| 0.33000 1.57 WATER | | | 0045 621-06574 296.900 SYS | 2.95000 875.86| 6.25000 1855.63| 6.25000 1855.63 SODDING | | | 0046 622-01345 10.000 EACH| 15.00000 150.00| 525.00000 5250.00| 525.00000 5250.00 TREE PLANTING | | | 0047 622-52436 10.000 EACH| 30.00000 300.00| 44.00000 440.00| 40.00000 400.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 622-98200 8.000 EACH| 30.00000 240.00| 44.00000 352.00| 40.00000 320.00 SIGN, DO NOT DISTURB | | | 0049 701-51195 219.000 LFT | 50.00000 10950.00| 40.00000 8760.00| 29.00000 6351.00 PILE, STEEL H, HP 12 X 53 | | | 0050 701-91792 10.000 EACH| 150.00000 1500.00| 110.00000 1100.00| 125.00000 1250.00 PILE TIP, STEEL H | | | 0051 702-51005 76.400 CYS | 475.00000 36290.00| 400.00000 30560.00| 450.00000 34380.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 40.200 CYS | 250.00000 10050.00| 400.00000 16080.00| 500.00000 20100.00 CONCRETE, B, FOOTINGS | | | 0053 702-51110 1928.520 LBS | 3.00000 5785.56| 2.50000 4821.30| 2.75000 5303.43 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 820,658.14 ROUTE : CALL ORDER : 551 CONTRACT ID : B -27032-A COUNTIES : MONROE LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1310611 |(3) 35-1801998 |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 703-51030 13345.000 LBS | 0.70000 9341.50| 0.65000 8674.25| 0.71000 9474.95 REINFORCING STEEL | | | 0055 703-51032 53307.000 LBS | 0.80000 42645.60| 0.75000 39980.25| 0.73000 38914.11 REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 156.400 CYS | 400.00000 62560.00| 400.00000 62560.00| 500.00000 78200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1325.00000 5300.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 32.800 CYS | 400.00000 13120.00| 500.00000 16400.00| 600.00000 19680.00 CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 2800.00000 2800.00 SURFACE SEAL | | | 0060 711-51038 LUMP| 216000.00000 216000.00| 174000.00000 174000.00| 222000.00000 222000.00 STRUCTURAL STEEL | | | 0061 715-05407 120.000 LFT | 14.00000 1680.00| 5.00000 600.00| 6.00000 720.00 PIPE, END BENT DRAIN, 6 IN. | | | 0062 801-04308 6.000 EACH| 175.00000 1050.00| 195.00000 1170.00| 175.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 4.000 EACH| 95.00000 380.00| 105.00000 420.00| 175.00000 700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 6.000 EACH| 75.00000 450.00| 82.50000 495.00| 150.50000 903.00 CONSTRUCTION SIGN, A | | | 0065 801-07118 48.000 LFT | 8.20000 393.60| 9.00000 432.00| 12.00000 576.00 BARRICADE, III-A | | | 0066 802-76025 52.000 SFT | 24.40000 1268.80| 20.00000 1040.00| 20.00000 1040.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 802-76055 115.000 LFT | 6.50000 747.50| 7.70000 885.50| 7.50000 862.50 SIGN POST, A | | | 0068 805-90187 250.000 LFT | 35.00000 8750.00| 10.00000 2500.00| 6.75000 1687.50 CONDUIT, STEEL, GALVANIZED, 4 IN. | | | 0069 808-06713 2522.000 LFT | 0.30000 756.60| 0.35000 882.70| 0.30000 756.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0070 808-06714 2522.000 LFT | 0.30000 756.60| 0.35000 882.70| 0.30000 756.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 736,118.81| $ 754,062.66| $ 789,059.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 736,118.81| $ 754,062.66| $ 789,059.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 551 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 820,658.14 ROUTE : CALL ORDER : 551 CONTRACT ID : B -27032-A COUNTIES : MONROE LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1618530 | |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| 10400.00000 10400.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1352.00000 10816.00| 1300.00000 10400.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 42000.00000 42000.00| 43000.00000 43000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16566.00000 16566.00| 15000.00000 15000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 139.000 LFT | 4.19000 582.41| 7.00000 973.00| GUARDRAIL, REMOVE | | | 0006 202-02255 9.000 EACH| 845.00000 7605.00| 250.00000 2250.00| TREE, 18 IN., REMOVE | | | 0007 202-02260 7.000 EACH| 1102.00000 7714.00| 350.00000 2450.00| TREE, 30 IN., REMOVE | | | 0008 202-51330 LUMP| 37148.00000 37148.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-93898 14.000 EACH| 266.00000 3724.00| 225.00000 3150.00| TREE, 12 IN., REMOVE | | | 0010 203-02000 2127.000 CYS | 10.95000 23290.65| 5.00000 10635.00| EXCAVATION, COMMON | | | 0011 203-02070 10291.000 CYS | 10.34000 106408.94| 14.00000 144074.00| BORROW | | | 0012 203-04109 LUMP| 4261.00000 4261.00| 5000.00000 5000.00| ARCHEOLOGICAL MITIGATION | | | 0013 203-51223 209.000 CYS | 10.17000 2125.53| 22.00000 4598.00| EXCAVATION, WATERWAY | | | 0014 205-06931 44.000 TON | 38.90000 1711.60| 38.00000 1672.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 3.000 TON | 147.00000 441.00| 50.00000 150.00| TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 475.000 LFT | 5.00000 2375.00| 1.50000 712.50| TEMPORARY SILT FENCE | | | 0017 206-51215 51.000 CYS | 216.00000 11016.00| 100.00000 5100.00| EXCAVATION, X | | | 0018 206-51220 123.000 CYS | 18.61000 2289.03| 150.00000 18450.00| EXCAVATION, WET | | | 0019 206-51230 94.800 CYS | 24.24000 2297.95| 40.00000 3792.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-07502 568.300 SYS | 10.00000 5683.00| 8.00000 4546.40| SUBGRADE TREATMENT, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 551 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 820,658.14 ROUTE : CALL ORDER : 551 CONTRACT ID : B -27032-A COUNTIES : MONROE LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1618530 | |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 211-06467 31.700 CYS | 48.00000 1521.60| 45.00000 1426.50| AGGREGATE FOR END BENT BACKFILL | | | 0022 301-07448 871.000 TON | 15.41000 13422.11| 16.00000 13936.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 21.200 CYS | 47.00000 996.40| 40.00000 848.00| DENSE GRADED SUBBASE | | | 0024 303-01180 193.300 TON | 15.00000 2899.50| 27.00000 5219.10| COMPACTED AGGREGATE, NO. 53 | | | 0025 402-07432 102.200 TON | 65.00000 6643.00| 68.00000 6949.60| HMA SURFACE, TYPE A | | | 0026 402-07435 307.000 TON | 46.00000 14122.00| 48.00000 14736.00| HMA INTERMEDIATE, TYPE A | | | 0027 405-05517 0.270 TON | 1000.00000 270.00| 1100.00000 297.00| ASPHALT FOR PRIME COAT | | | 0028 406-05520 0.580 TON | 125.00000 72.50| 250.00000 145.00| ASPHALT FOR TACK COAT | | | 0029 601-01522 4.000 EACH| 1220.00000 4880.00| 1300.00000 5200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06037 4.000 EACH| 675.00000 2700.00| 725.00000 2900.00| GUARDRAIL END TREATMENT, I | | | 0031 601-99105 400.000 LFT | 10.90000 4360.00| 12.00000 4800.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 602-06729 22.000 EACH| 7.00000 154.00| 7.50000 165.00| BARRIER DELINEATOR | | | 0033 609-06257 121.200 SYS | 73.12000 8862.14| 65.00000 7878.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0034 615-06505 2.000 EACH| 680.00000 1360.00| 625.00000 1250.00| MONUMENT, B | | | 0035 616-02320 1938.000 SYS | 1.90000 3682.20| 2.00000 3876.00| GEOTEXTILES | | | 0036 616-06405 1265.500 TON | 15.72000 19893.66| 23.00000 29106.50| RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 500.00000 500.00| 325.00000 325.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01956 304.000 LBS | 2.50000 760.00| 2.00000 608.00| SEED MIXTURE, LEGUME, 1 | | | 0039 621-06545 0.950 TON | 350.00000 332.50| 350.00000 332.50| FERTILIZER | | | 0040 621-06548 6.100 LBS | 65.00000 396.50| 35.00000 213.50| SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 551 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 820,658.14 ROUTE : CALL ORDER : 551 CONTRACT ID : B -27032-A COUNTIES : MONROE LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1618530 | |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06553 272.000 LBS | 0.47000 127.84| 2.00000 544.00| SEED MIXTURE, R | | | 0042 621-06557 152.000 LBS | 0.47000 71.44| 2.50000 380.00| SEED MIXTURE, T | | | 0043 621-06565 7.000 TON | 400.00000 2800.00| 350.00000 2450.00| MULCHING MATERIAL | | | 0044 621-06567 4.760 MG | 1.00000 4.76| 0.50000 2.38| WATER | | | 0045 621-06574 296.900 SYS | 2.95000 875.86| 6.00000 1781.40| SODDING | | | 0046 622-01345 10.000 EACH| 15.00000 150.00| 500.00000 5000.00| TREE PLANTING | | | 0047 622-52436 10.000 EACH| 20.00000 200.00| 22.00000 220.00| SIGN, DO NOT MOW OR SPRAY | | | 0048 622-98200 8.000 EACH| 20.00000 160.00| 22.00000 176.00| SIGN, DO NOT DISTURB | | | 0049 701-51195 219.000 LFT | 80.62000 17655.78| 80.00000 17520.00| PILE, STEEL H, HP 12 X 53 | | | 0050 701-91792 10.000 EACH| 70.78000 707.80| 90.00000 900.00| PILE TIP, STEEL H | | | 0051 702-51005 76.400 CYS | 474.51000 36252.56| 500.00000 38200.00| CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 40.200 CYS | 936.42000 37644.08| 300.00000 12060.00| CONCRETE, B, FOOTINGS | | | 0053 702-51110 1928.520 LBS | 2.67000 5149.15| 2.25000 4339.17| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0054 703-51030 13345.000 LBS | 0.64000 8540.80| 0.65000 8674.25| REINFORCING STEEL | | | 0055 703-51032 53307.000 LBS | 0.78000 41579.46| 0.80000 42645.60| REINFORCING STEEL, EPOXY COATED | | | 0056 704-51002 156.400 CYS | 520.61000 81423.40| 550.00000 86020.00| CONCRETE, C, SUPERSTRUCTURE | | | 0057 706-05732 4.000 EACH| 758.76000 3035.04| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0058 706-51020 32.800 CYS | 412.00000 13513.60| 325.00000 10660.00| CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 2500.00000 2500.00| 2800.00000 2800.00| SURFACE SEAL | | | 0060 711-51038 LUMP| 189446.00000 189446.00| 193500.00000 193500.00| STRUCTURAL STEEL | | | 0061 715-05407 120.000 LFT | 9.81000 1177.20| 13.00000 1560.00| PIPE, END BENT DRAIN, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 551 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 820,658.14 ROUTE : CALL ORDER : 551 CONTRACT ID : B -27032-A COUNTIES : MONROE LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1618530 | |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-04308 6.000 EACH| 250.00000 1500.00| 200.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 4.000 EACH| 70.00000 280.00| 105.00000 420.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 6.000 EACH| 99.00000 594.00| 85.00000 510.00| CONSTRUCTION SIGN, A | | | 0065 801-07118 48.000 LFT | 6.00000 288.00| 9.00000 432.00| BARRICADE, III-A | | | 0066 802-76025 52.000 SFT | 18.00000 936.00| 20.00000 1040.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 802-76055 115.000 LFT | 7.00000 805.00| 7.50000 862.50| SIGN POST, A | | | 0068 805-90187 250.000 LFT | 15.78000 3945.00| 40.00000 10000.00| CONDUIT, STEEL, GALVANIZED, 4 IN. | | | 0069 808-06713 2522.000 LFT | 0.27000 680.94| 0.35000 882.70| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0070 808-06714 2522.000 LFT | 0.27000 680.94| 0.35000 882.70| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 839,007.87| $ 861,627.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 839,007.87| $ 861,627.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 442,860.99 ROUTE : I-265 CALL ORDER : 561 CONTRACT ID : B -27170-A COUNTIES : FLOYD LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2651027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 348,460.55 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 381,251.25 109.4101% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 482,806.24 138.5540% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI 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| 2000.00000 2000.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1200.00000 7200.00| 1000.00000 6000.00| 1200.00000 7200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16500.00000 16500.00| 19000.00000 19000.00| 23050.00000 23050.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 271.200 SYS | 18.00000 4881.60| 20.00000 5424.00| 10.00000 2712.00 PAVEMENT REMOVAL | | | 0005 202-51328 LUMP| 28000.00000 28000.00| 48000.00000 48000.00| 85000.00000 85000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02000 50.000 CYS | 20.00000 1000.00| 25.00000 1250.00| 25.00000 1250.00 EXCAVATION, COMMON | | | 0007 206-51230 53.200 CYS | 25.00000 1330.00| 35.00000 1862.00| 45.00000 2394.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0008 211-06467 53.200 CYS | 34.00000 1808.80| 27.50000 1463.00| 40.00000 2128.00 AGGREGATE FOR END BENT BACKFILL | | | 0009 302-07455 50.000 CYS | 60.00000 3000.00| 32.50000 1625.00| 46.00000 2300.00 DENSE GRADED SUBBASE | | | 0010 306-08041 1381.000 SYS | 3.75000 5178.75| 4.75000 6559.75| 5.50000 7595.50 MILLING, CONCRETE PAVEMENT | | | 0011 402-07433 76.000 TON | 55.00000 4180.00| 110.00000 8360.00| 80.00000 6080.00 HMA SURFACE, TYPE B | | | 0012 402-07441 14.100 TON | 150.00000 2115.00| 100.00000 1410.00| 235.00000 3313.50 HMA BASE, TYPE B | | | 0013 406-05521 922.000 SYS | 0.30000 276.60| 0.25000 230.50| 0.50000 461.00 ASPHALT FOR TACK COAT | | | 0014 601-06035 140.500 LFT | 35.00000 4917.50| 38.50000 5409.25| 62.00000 8711.00 GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 442,860.99 ROUTE : I-265 CALL ORDER : 561 CONTRACT ID : B -27170-A COUNTIES : FLOYD LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-07023 2.000 EACH| 1500.00000 3000.00| 3500.00000 7000.00| 2200.00000 4400.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0016 602-06639 140.000 LFT | 27.00000 3780.00| 15.00000 2100.00| 38.00000 5320.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 480.000 LFT | 21.00000 10080.00| 14.50000 6960.00| 36.00000 17280.00 TEMPORARY CONCRETE BARRIER | | | 0018 609-06259 304.500 SYS | 55.00000 16747.50| 62.00000 18879.00| 45.00000 13702.50 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0019 616-02320 160.000 SYS | 3.00000 480.00| 3.00000 480.00| 2.00000 320.00 GEOTEXTILES | | | 0020 619-05926 LUMP| 500.00000 500.00| 2100.00000 2100.00| 325.00000 325.00 ENVIRONMENTAL CONTROL | | | 0021 619-91955 LUMP| 8500.00000 8500.00| 10500.00000 10500.00| 37000.00000 37000.00 CLEAN AND PAINT END OF BEAMS AND | | | BEARINGS | | | 0022 621-01004 1.000 EACH| 600.00000 600.00| 350.00000 350.00| 600.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06560 500.000 SYS | 2.25000 1125.00| 1.00000 500.00| 2.30000 1150.00 MULCHED SEEDING, U | | | 0024 702-51110 1288.000 LBS | 3.00000 3864.00| 2.75000 3542.00| 2.23000 2872.24 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0025 703-51032 27374.000 LBS | 1.00000 27374.00| 0.70000 19161.80| 1.00000 27374.00 REINFORCING STEEL, EPOXY COATED | | | 0026 703-97703 230.000 EACH| 10.00000 2300.00| 12.00000 2760.00| 9.00000 2070.00 THREADED BAR SPLICE, EPOXY COATED | | | 0027 704-51002 129.500 CYS | 350.00000 45325.00| 600.00000 77700.00| 430.00000 55685.00 CONCRETE, C, SUPERSTRUCTURE | | | 0028 706-93340 8.000 EACH| 200.00000 1600.00| 190.00000 1520.00| 315.00000 2520.00 BRIDGE RAILING POST, RESET | | | 0029 709-51821 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 3300.00000 3300.00 SURFACE SEAL | | | 0030 715-91361 14.000 LFT | 75.00000 1050.00| 57.50000 805.00| 40.00000 560.00 PIPE, PVC, 6 IN. | | | 0031 722-51401 100.000 SFT | 30.00000 3000.00| 12.50000 1250.00| 82.00000 8200.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0032 722-51842 1175.200 SYS | 43.00000 50533.60| 33.50000 39369.20| 45.00000 52884.00 BRIDGE DECK OVERLAY | | | 0033 722-51846 9.600 CYS | 330.00000 3168.00| 330.00000 3168.00| 330.00000 3168.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 442,860.99 ROUTE : I-265 CALL ORDER : 561 CONTRACT ID : B -27170-A COUNTIES : FLOYD LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-51852 1000.000 SFT | 7.00000 7000.00| 8.50000 8500.00| 9.00000 9000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0035 724-03276 192.000 LFT | 35.00000 6720.00| 25.00000 4800.00| 20.00000 3840.00 EXPANSION JOINT SEALING SYSTEM | | | 0036 724-51925 66.000 LFT | 85.00000 5610.00| 100.00000 6600.00| 110.00000 7260.00 STRUCTURAL EXPANSION JOINT, SS | | | 0037 801-01851 LUMP| 22000.00000 22000.00| 12000.00000 12000.00| 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0038 801-06207 7680.000 LFT | 0.85000 6528.00| 1.00000 7680.00| 0.95000 7296.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06218 34.000 LFT | 6.00000 204.00| 8.00000 272.00| 6.00000 204.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0040 801-06640 47.000 EACH| 80.00000 3760.00| 85.00000 3995.00| 85.00000 3995.00 CONSTRUCTION SIGN, A | | | 0041 801-06710 10.000 DAY | 15.00000 150.00| 20.00000 200.00| 12.00000 120.00 FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 6740.00000 6740.00 MAINTAINING TRAFFIC | | | 0043 801-97643 144.000 LFT | 8.75000 1260.00| 10.00000 1440.00| 23.00000 3312.00 TEMPORARY BUZZ STRIPS | | | 0044 808-06713 1640.000 LFT | 0.14000 229.60| 0.25000 410.00| 0.65000 1066.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-06714 2040.000 LFT | 0.13000 265.20| 0.25000 510.00| 0.65000 1326.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0046 808-06716 1562.000 LFT | 0.70000 1093.40| 1.00000 1562.00| 0.75000 1171.50 LINE, REMOVE | | | 0047 306-08043 325.000 SYS | 5.00000 1625.00| 4.75000 1543.75| 6.00000 1950.00 MILLING, TRANSITION | | | 0048 506-06333 160.000 SYS | 135.00000 21600.00| 100.00000 16000.00| 110.00000 17600.00 PCCP PATCHING, FULL DEPTH | | | SECTION TOTALS | $ 348,460.55| $ 381,251.25| $ 482,806.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,460.55| $ 381,251.25| $ 482,806.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 262,590.41 ROUTE : SR 58 CALL ORDER : 581 CONTRACT ID : B -27173-A COUNTIES : SULLIVAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3277014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 241,043.81 100.0000% 2 35-1878024 RAGLE, INC. $ 266,533.75 110.5748% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 270,145.55 112.0732% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I 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| 800.00000 800.00| 1900.00000 1900.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1780.00000 10680.00| 750.00000 4500.00| 1000.00000 6000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 12200.00000 12200.00| 13300.00000 13300.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2800.00000 2800.00| 5000.00000 5000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 180.800 SYS | 14.00000 2531.20| 15.00000 2712.00| 23.00000 4158.40 PAVEMENT REMOVAL | | | 0006 202-02241 512.500 LFT | 3.25000 1665.63| 4.00000 2050.00| 4.00000 2050.00 GUARDRAIL, REMOVE | | | 0007 202-02272 49.000 LFT | 11.00000 539.00| 5.00000 245.00| 25.00000 1225.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 15400.00000 15400.00| 66000.00000 66000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 798.000 SYS | 5.85000 4668.30| 6.50000 5187.00| 7.00000 5586.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 203-02070 100.000 CYS | 22.90000 2290.00| 20.00000 2000.00| 40.00000 4000.00 BORROW | | | 0011 205-06937 1500.000 LFT | 0.85000 1275.00| 1.25000 1875.00| 1.60000 2400.00 TEMPORARY SILT FENCE | | | 0012 206-51230 8.000 CYS | 35.00000 280.00| 20.00000 160.00| 40.00000 320.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02050 8.000 CYS | 67.00000 536.00| 35.00000 280.00| 65.00000 520.00 B BORROW | | | 0014 302-07455 38.000 CYS | 75.00000 2850.00| 45.00000 1710.00| 70.00000 2660.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 262,590.41 ROUTE : SR 58 CALL ORDER : 581 CONTRACT ID : B -27173-A COUNTIES : SULLIVAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 306-08036 320.000 SYS | 6.60000 2112.00| 5.00000 1600.00| 10.00000 3200.00 MILLING, ASPHALT, 2 IN. | | | 0016 406-05521 540.000 SYS | 2.50000 1350.00| 0.29000 156.60| 0.30000 162.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1350.00000 5400.00| 1160.00000 4640.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-06037 4.000 EACH| 700.00000 2800.00| 615.00000 2460.00| 800.00000 3200.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 306.250 LFT | 15.80000 4838.75| 11.80000 3613.75| 14.00000 4287.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0020 602-06729 16.000 EACH| 18.00000 288.00| 6.00000 96.00| 6.00000 96.00 BARRIER DELINEATOR | | | 0021 609-06257 227.500 SYS | 94.00000 21385.00| 60.00000 13650.00| 65.00000 14787.50 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0022 610-07486 109.000 TON | 119.00000 12971.00| 124.90000 13614.10| 130.00000 14170.00 HMA FOR APPROACHES, TYPE A | | | 0023 616-02320 186.000 SYS | 2.29000 425.94| 2.00000 372.00| 5.00000 930.00 GEOTEXTILES | | | 0024 616-06405 128.000 TON | 20.00000 2560.00| 20.00000 2560.00| 40.00000 5120.00 RIPRAP, REVETMENT | | | 0025 621-01004 1.000 EACH| 260.00000 260.00| 100.00000 100.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 1000.000 SYS | 2.00000 2000.00| 1.00000 1000.00| 0.60000 600.00 MULCHED SEEDING, R | | | 0027 702-51005 11.100 CYS | 615.00000 6826.50| 950.00000 10545.00| 800.00000 8880.00 CONCRETE, A, SUBSTRUCTURE | | | 0028 703-51032 16361.000 LBS | 0.99000 16197.39| 0.80000 13088.80| 1.15000 18815.15 REINFORCING STEEL, EPOXY COATED | | | 0029 704-51002 9.200 CYS | 990.00000 9108.00| 950.00000 8740.00| 1100.00000 10120.00 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1450.00000 5800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51020 2.900 CYS | 775.00000 2247.50| 750.00000 2175.00| 1600.00000 4640.00 CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 3200.00000 3200.00| 3290.00000 3290.00| 3500.00000 3500.00 SURFACE SEAL | | | 0033 711-96800 120.000 EACH| 3.25000 390.00| 9.00000 1080.00| 4.00000 480.00 STUD SHEAR CONNECTOR | | | 0034 722-51401 50.000 SFT | 65.00000 3250.00| 35.00000 1750.00| 60.00000 3000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 262,590.41 ROUTE : SR 58 CALL ORDER : 581 CONTRACT ID : B -27173-A COUNTIES : SULLIVAN LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 722-51842 833.200 SYS | 41.00000 34161.20| 35.00000 29162.00| 45.00000 37494.00 BRIDGE DECK OVERLAY | | | 0036 722-51846 9.800 CYS | 330.00000 3234.00| 330.00000 3234.00| 330.00000 3234.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0037 722-51852 1080.000 SFT | 11.00000 11880.00| 5.00000 5400.00| 7.50000 8100.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0038 722-60824 798.000 SYS | 0.25000 199.50| 3.75000 2992.50| 3.00000 2394.00 SURFACE MILLING | | | 0039 724-03276 39.000 LFT | 108.00000 4212.00| 85.00000 3315.00| 110.00000 4290.00 EXPANSION JOINT SEALING SYSTEM | | | 0040 724-51925 41.000 LFT | 118.00000 4838.00| 105.00000 4305.00| 120.00000 4920.00 STRUCTURAL EXPANSION JOINT, SS | | | 0041 801-04308 6.000 EACH| 225.00000 1350.00| 280.00000 1680.00| 300.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06625 19.000 EACH| 100.00000 1900.00| 76.00000 1444.00| 85.00000 1615.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 14.000 EACH| 125.00000 1750.00| 85.00000 1190.00| 90.00000 1260.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 1800.00000 1800.00| 500.00000 500.00| 600.00000 600.00 MAINTAINING TRAFFIC | | | 0045 801-07118 72.000 LFT | 20.00000 1440.00| 9.25000 666.00| 10.00000 720.00 BARRICADE, III-A | | | 0046 801-07119 48.000 LFT | 25.00000 1200.00| 12.50000 600.00| 14.00000 672.00 BARRICADE, III-B | | | 0047 808-06712 120.000 LFT | 0.27000 32.40| 0.60000 72.00| 0.70000 84.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0048 808-06713 900.000 LFT | 0.27000 243.00| 0.60000 540.00| 0.70000 630.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0049 808-06714 450.000 LFT | 0.27000 121.50| 0.60000 270.00| 0.70000 315.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0050 808-75996 11.000 EACH| 12.00000 132.00| 5.00000 55.00| 70.00000 770.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 11.000 EACH| 75.00000 825.00| 78.00000 858.00| 90.00000 990.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 619-07306 1000.000 SFT | 10.00000 10000.00| 14.00000 14000.00| 15.00000 15000.00 CLEAN AND PAINT STEEL BRIDGE PARTIAL | | | SECTION TOTALS | $ 241,043.81| $ 266,533.75| $ 270,145.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,043.81| $ 266,533.75| $ 270,145.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,745.89 ROUTE : SR 65 CALL ORDER : 591 CONTRACT ID : B -27175-A COUNTIES : GIBSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3926002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 458,097.68 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 474,772.45 103.6400% 3 35-0626844 RUDOLPH, J.H. & CO $ 527,820.35 115.2200% 4 35-1057095 BLANKENBERGER BROTHERS $ 538,123.00 117.4690% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 541,706.08 118.2512% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 6000.00000 6000.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 650.00000 6500.00| 1200.00000 12000.00| 1900.00000 19000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 22900.00000 22900.00| 22000.00000 22000.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2600.00000 2600.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 182.000 SYS | 14.00000 2548.00| 25.00000 4550.00| 19.00000 3458.00 PAVEMENT REMOVAL | | | 0006 202-02241 425.000 LFT | 3.00000 1275.00| 6.00000 2550.00| 3.50000 1487.50 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 59500.00000 59500.00| 42500.00000 42500.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 5.000 SYS | 70.00000 350.00| 100.00000 500.00| 145.00000 725.00 SLOPEWALL, REMOVE | | | 0009 205-03371 15.000 CYS | 10.00000 150.00| 25.00000 375.00| 85.00000 1275.00 SEDIMENT, REMOVE | | | 0010 213-52830 5.000 CYS | 150.00000 750.00| 105.00000 525.00| 285.00000 1425.00 FLOWABLE MORTAR | | | 0011 303-01180 80.000 TON | 20.00000 1600.00| 50.00000 4000.00| 50.00000 4000.00 COMPACTED AGGREGATE, NO. 53 | | | 0012 304-07493 228.000 TON | 70.00000 15960.00| 80.00000 18240.00| 67.50000 15390.00 WIDENING WITH HMA, TYPE B | | | 0013 306-08043 530.000 SYS | 6.00000 3180.00| 8.00000 4240.00| 4.00000 2120.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,745.89 ROUTE : SR 65 CALL ORDER : 591 CONTRACT ID : B -27175-A COUNTIES : GIBSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-07433 57.000 TON | 120.00000 6840.00| 86.00000 4902.00| 135.00000 7695.00 HMA SURFACE, TYPE B | | | 0015 406-05521 607.000 SYS | 1.00000 607.00| 0.56000 339.92| 1.50000 910.50 ASPHALT FOR TACK COAT | | | 0016 601-01522 3.000 EACH| 1200.00000 3600.00| 1425.00000 4275.00| 1200.00000 3600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01846 1.000 EACH| 1595.00000 1595.00| 1725.00000 1725.00| 1595.00000 1595.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-06053 1.000 EACH| 32976.00000 32976.00| 32700.00000 32700.00| 35000.00000 35000.00 GUARDRAIL QUADGUARD END TREATMENT | | | 0019 601-07024 2.000 EACH| 3900.00000 7800.00| 3000.00000 6000.00| 3900.00000 7800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0020 601-94689 2.000 EACH| 2295.00000 4590.00| 2000.00000 4000.00| 2295.00000 4590.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 432.000 LFT | 18.22000 7871.04| 12.75000 5508.00| 18.25000 7884.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06639 530.000 LFT | 30.00000 15900.00| 25.00000 13250.00| 35.00000 18550.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06729 10.000 EACH| 6.00000 60.00| 7.00000 70.00| 7.00000 70.00 BARRIER DELINEATOR | | | 0024 609-06259 240.000 SYS | 50.00000 12000.00| 60.00000 14400.00| 89.00000 21360.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0025 616-02320 36.000 SYS | 2.50000 90.00| 8.00000 288.00| 2.50000 90.00 GEOTEXTILES | | | 0026 616-06405 16.000 TON | 26.00000 416.00| 65.00000 1040.00| 190.00000 3040.00 RIPRAP, REVETMENT | | | 0027 616-51366 5.000 SYS | 50.00000 250.00| 125.00000 625.00| 170.00000 850.00 SLOPEWALL, CONCRETE, 5 IN. | | | 0028 621-01004 2.000 EACH| 100.00000 200.00| 300.00000 600.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 500.000 SYS | 1.00000 500.00| 1.50000 750.00| 1.50000 750.00 MULCHED SEEDING, R | | | 0030 701-51210 15.000 LFT | 130.00000 1950.00| 250.00000 3750.00| 325.00000 4875.00 PILE ENCASEMENT, CONCRETE | | | 0031 702-04433 14.000 EACH| 35.00000 490.00| 22.00000 308.00| 75.00000 1050.00 FLOOR DRAIN, PVC, 6 IN. | | | 0032 702-51863 82.000 EACH| 9.00000 738.00| 14.00000 1148.00| 9.60000 787.20 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,745.89 ROUTE : SR 65 CALL ORDER : 591 CONTRACT ID : B -27175-A COUNTIES : GIBSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 703-01540 35.000 EACH| 12.00000 420.00| 12.00000 420.00| 11.00000 385.00 THREADED TIE BAR ASSEMBLY | | | 0034 703-51030 6135.000 LBS | 0.60000 3681.00| 0.80000 4908.00| 0.08000 490.80 REINFORCING STEEL | | | 0035 703-51032 48767.000 LBS | 0.70000 34136.90| 0.80000 39013.60| 0.95000 46328.65 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 214.000 EACH| 14.00000 2996.00| 12.50000 2675.00| 12.00000 2568.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 219.700 CYS | 510.00000 112047.00| 630.00000 138411.00| 680.00000 149396.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06339 226.000 LFT | 60.00000 13560.00| 61.50000 13899.00| 70.00000 15820.00 RAILING, PF-1 | | | 0039 706-06351 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| 2050.00000 8200.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0040 706-51020 12.800 CYS | 600.00000 7680.00| 500.00000 6400.00| 980.00000 12544.00 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 3840.00000 3840.00| 2850.00000 2850.00| 3840.00000 3840.00 SURFACE SEAL | | | 0042 801-01851 LUMP| 45000.00000 45000.00| 25000.00000 25000.00| 24936.00000 24936.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0043 801-06203 618.000 LFT | 0.28000 173.04| 0.65000 401.70| 2.00000 1236.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 6092.000 LFT | 1.00000 6092.00| 0.84000 5117.28| 1.00000 6092.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 20.000 EACH| 90.00000 1800.00| 96.00000 1920.00| 90.00000 1800.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 10.000 EACH| 40.00000 400.00| 45.00000 450.00| 40.00000 400.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 2600.00000 2600.00| 11000.00000 11000.00| 7400.00000 7400.00 MAINTAINING TRAFFIC | | | 0048 808-06712 185.000 LFT | 0.28000 51.80| 0.50000 92.50| 0.28000 51.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 1180.000 LFT | 0.28000 330.40| 0.44000 519.20| 0.28000 330.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06716 965.000 LFT | 0.90000 868.50| 0.45000 434.25| 0.90000 868.50 LINE, REMOVE | | | 0051 808-75996 11.000 EACH| 5.00000 55.00| 20.00000 220.00| 8.00000 88.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,745.89 ROUTE : SR 65 CALL ORDER : 591 CONTRACT ID : B -27175-A COUNTIES : GIBSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-2040801 |(3) 35-0626844 |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75998 11.000 EACH| 80.00000 880.00| 62.00000 682.00| 88.00000 968.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 458,097.68| $ 474,772.45| $ 527,820.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 458,097.68| $ 474,772.45| $ 527,820.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 591 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,745.89 ROUTE : SR 65 CALL ORDER : 591 CONTRACT ID : B -27175-A COUNTIES : GIBSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-1009310 | |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONST| 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| 6000.00000 6000.00| 14000.00000 14000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1800.00000 18000.00| 1650.00000 16500.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 33600.00000 33600.00| 27000.00000 27000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2700.00000 2700.00| 6500.00000 6500.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 182.000 SYS | 21.70000 3949.40| 12.50000 2275.00| PAVEMENT REMOVAL | | | 0006 202-02241 425.000 LFT | 5.80000 2465.00| 4.00000 1700.00| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 54650.00000 54650.00| 48780.00000 48780.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51368 5.000 SYS | 183.00000 915.00| 22.00000 110.00| SLOPEWALL, REMOVE | | | 0009 205-03371 15.000 CYS | 60.00000 900.00| 21.00000 315.00| SEDIMENT, REMOVE | | | 0010 213-52830 5.000 CYS | 225.00000 1125.00| 115.00000 575.00| FLOWABLE MORTAR | | | 0011 303-01180 80.000 TON | 28.00000 2240.00| 25.60000 2048.00| COMPACTED AGGREGATE, NO. 53 | | | 0012 304-07493 228.000 TON | 66.00000 15048.00| 70.30000 16028.40| WIDENING WITH HMA, TYPE B | | | 0013 306-08043 530.000 SYS | 9.70000 5141.00| 8.40000 4452.00| MILLING, TRANSITION | | | 0014 402-07433 57.000 TON | 130.00000 7410.00| 137.80000 7854.60| HMA SURFACE, TYPE B | | | 0015 406-05521 607.000 SYS | 1.50000 910.50| 1.70000 1031.90| ASPHALT FOR TACK COAT | | | 0016 601-01522 3.000 EACH| 1200.00000 3600.00| 1260.00000 3780.00| GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01846 1.000 EACH| 1595.00000 1595.00| 1675.00000 1675.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0018 601-06053 1.000 EACH| 34747.25000 34747.25| 36175.00000 36175.00| GUARDRAIL QUADGUARD END TREATMENT | | | 0019 601-07024 2.000 EACH| 3900.00000 7800.00| 4085.00000 8170.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 591 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,745.89 ROUTE : SR 65 CALL ORDER : 591 CONTRACT ID : B -27175-A COUNTIES : GIBSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-1009310 | |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-94689 2.000 EACH| 2295.00000 4590.00| 2430.00000 4860.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 432.000 LFT | 18.22000 7871.04| 19.30000 8337.60| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06639 530.000 LFT | 32.00000 16960.00| 38.00000 20140.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06729 10.000 EACH| 16.00000 160.00| 18.00000 180.00| BARRIER DELINEATOR | | | 0024 609-06259 240.000 SYS | 74.00000 17760.00| 68.00000 16320.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0025 616-02320 36.000 SYS | 2.00000 72.00| 2.90000 104.40| GEOTEXTILES | | | 0026 616-06405 16.000 TON | 38.00000 608.00| 53.00000 848.00| RIPRAP, REVETMENT | | | 0027 616-51366 5.000 SYS | 111.00000 555.00| 92.00000 460.00| SLOPEWALL, CONCRETE, 5 IN. | | | 0028 621-01004 2.000 EACH| 300.00000 600.00| 800.00000 1600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 500.000 SYS | 1.50000 750.00| 2.10000 1050.00| MULCHED SEEDING, R | | | 0030 701-51210 15.000 LFT | 166.00000 2490.00| 77.00000 1155.00| PILE ENCASEMENT, CONCRETE | | | 0031 702-04433 14.000 EACH| 47.00000 658.00| 220.00000 3080.00| FLOOR DRAIN, PVC, 6 IN. | | | 0032 702-51863 82.000 EACH| 14.40000 1180.80| 10.50000 861.00| FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-01540 35.000 EACH| 15.50000 542.50| 10.00000 350.00| THREADED TIE BAR ASSEMBLY | | | 0034 703-51030 6135.000 LBS | 0.83000 5092.05| 0.82000 5030.70| REINFORCING STEEL | | | 0035 703-51032 48767.000 LBS | 0.89000 43402.63| 0.84000 40964.28| REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 214.000 EACH| 18.00000 3852.00| 22.00000 4708.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0037 704-51002 219.700 CYS | 700.00000 153790.00| 644.00000 141486.80| CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-06339 226.000 LFT | 69.51000 15709.26| 73.60000 16633.60| RAILING, PF-1 | | | 0039 706-06351 4.000 EACH| 1000.00000 4000.00| 1628.00000 6512.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 591 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 453,745.89 ROUTE : SR 65 CALL ORDER : 591 CONTRACT ID : B -27175-A COUNTIES : GIBSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057095 |(5) 35-1009310 | |BLANKENBERGER BROTHERS |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-51020 12.800 CYS | 373.00000 4774.40| 441.00000 5644.80| CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 3840.00000 3840.00| 4100.00000 4100.00| SURFACE SEAL | | | 0042 801-01851 LUMP| 24936.00000 24936.00| 28748.00000 28748.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0043 801-06203 618.000 LFT | 0.28000 173.04| 0.50000 309.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0044 801-06207 6092.000 LFT | 1.00000 6092.00| 1.00000 6092.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0045 801-06640 20.000 EACH| 90.00000 1800.00| 105.00000 2100.00| CONSTRUCTION SIGN, A | | | 0046 801-06645 10.000 EACH| 40.00000 400.00| 45.00000 450.00| CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 10295.43000 10295.43| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0048 808-06712 185.000 LFT | 0.28000 51.80| 0.40000 74.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0049 808-06713 1180.000 LFT | 0.28000 330.40| 0.40000 472.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0050 808-06716 965.000 LFT | 0.90000 868.50| 1.00000 965.00| LINE, REMOVE | | | 0051 808-75996 11.000 EACH| 22.00000 242.00| 14.00000 154.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 11.000 EACH| 80.00000 880.00| 86.00000 946.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 538,123.00| $ 541,706.08| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 538,123.00| $ 541,706.08| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/05/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0431055 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 710,163.30 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 757,954.96 106.7296% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 788,481.09 111.0281% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 831,374.99 117.0681% 5 35-1310611 DUNCAN ROBERTSON INC $ 851,388.56 119.8863% 6 35-1385672 FORCE CONSTRUCTION CO. INC. $ 894,958.26 126.0214% 7 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 904,935.59 127.4264% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. 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| 3500.00000 3500.00| 6000.00000 6000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1000.00000 9000.00| 1600.00000 14400.00| 1350.00000 12150.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 39000.00000 39000.00| 39000.00000 39000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3500.00000 3500.00| 3800.00000 3800.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 330.600 SYS | 15.00000 4959.00| 15.00000 4959.00| 12.00000 3967.20 PAVEMENT REMOVAL | | | 0006 202-02241 688.500 LFT | 3.50000 2409.75| 3.25000 2237.63| 3.60000 2478.60 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 70000.00000 70000.00| 48500.00000 48500.00| 64000.00000 64000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02070 700.000 CYS | 10.00000 7000.00| 25.00000 17500.00| 12.00000 8400.00 BORROW | | | 0009 205-06937 2000.000 LFT | 1.00000 2000.00| 1.40000 2800.00| 1.50000 3000.00 TEMPORARY SILT FENCE | | | 0010 206-51230 6.000 CYS | 50.00000 300.00| 100.00000 600.00| 45.00000 270.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02050 6.000 CYS | 24.00000 144.00| 65.00000 390.00| 75.00000 450.00 B BORROW | | | 0012 302-07455 54.000 CYS | 27.50000 1485.00| 45.00000 2430.00| 95.00000 5130.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 306-08036 326.000 SYS | 7.50000 2445.00| 6.00000 1956.00| 7.25000 2363.50 MILLING, ASPHALT, 2 IN. | | | 0014 406-05521 1929.000 SYS | 0.10000 192.90| 0.15000 289.35| 0.10000 192.90 ASPHALT FOR TACK COAT | | | 0015 502-06329 106.600 SYS | 57.50000 6129.50| 55.00000 5863.00| 80.00000 8528.00 PCCP, 12 IN. | | | 0016 503-03489 48.000 EACH| 12.00000 576.00| 18.00000 864.00| 7.00000 336.00 RETROFITTED TIE BARS | | | 0017 503-05310 48.000 LFT | 100.00000 4800.00| 130.00000 6240.00| 145.00000 6960.00 TERMINAL JOINT | | | 0018 601-01522 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 2.000 EACH| 1650.00000 3300.00| 1700.00000 3400.00| 1425.00000 2850.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0020 601-06037 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 625.00000 625.00 GUARDRAIL END TREATMENT, I | | | 0021 601-07024 2.000 EACH| 4000.00000 8000.00| 1750.00000 3500.00| 4200.00000 8400.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0022 601-94689 3.000 EACH| 2200.00000 6600.00| 2000.00000 6000.00| 2225.00000 6675.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 487.500 LFT | 13.00000 6337.50| 13.25000 6459.38| 15.00000 7312.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 690.000 LFT | 15.00000 10350.00| 20.00000 13800.00| 25.00000 17250.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06729 16.000 EACH| 8.00000 128.00| 7.50000 120.00| 8.00000 128.00 BARRIER DELINEATOR | | | 0026 609-06259 209.200 SYS | 65.00000 13598.00| 50.00000 10460.00| 65.00000 13598.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0027 610-07487 492.000 TON | 67.50000 33210.00| 62.00000 30504.00| 65.00000 31980.00 HMA FOR APPROACHES, TYPE B | | | 0028 616-02320 613.000 SYS | 3.00000 1839.00| 3.75000 2298.75| 2.00000 1226.00 GEOTEXTILES | | | 0029 616-05689 578.000 TON | 24.00000 13872.00| 25.00000 14450.00| 32.00000 18496.00 RIPRAP, CLASS 2 | | | 0030 616-06405 6.000 TON | 27.50000 165.00| 60.00000 360.00| 35.00000 210.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 400.00000 800.00| 425.00000 850.00| 420.00000 840.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-02770 1175.000 SYS | 1.80000 2115.00| 1.50000 1762.50| 1.50000 1762.50 EROSION CONTROL BLANKET | | | 0033 621-06548 5.000 LBS | 30.00000 150.00| 32.00000 160.00| 31.00000 155.00 SEED MIXTURE, CV | | | 0034 621-06559 2000.000 SYS | 0.60000 1200.00| 0.60000 1200.00| 0.70000 1400.00 MULCHED SEEDING, R | | | 0035 702-51005 10.700 CYS | 500.00000 5350.00| 1050.00000 11235.00| 1500.00000 16050.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51110 3864.000 LBS | 2.75000 10626.00| 2.25000 8694.00| 1.50000 5796.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0037 702-51863 132.000 EACH| 8.50000 1122.00| 17.00000 2244.00| 7.00000 924.00 FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-51030 2998.000 LBS | 0.55000 1648.90| 0.90000 2698.20| 0.65000 1948.70 REINFORCING STEEL | | | 0039 703-51032 88089.000 LBS | 0.60000 52853.40| 0.75000 66066.75| 0.70000 61662.30 REINFORCING STEEL, EPOXY COATED | | | 0040 703-97936 44.000 EACH| 12.00000 528.00| 16.00000 704.00| 15.00000 660.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 200.400 CYS | 320.00000 64128.00| 475.00000 95190.00| 500.00000 100200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1000.00000 4000.00| 1300.00000 5200.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 34.600 CYS | 450.00000 15570.00| 375.00000 12975.00| 330.00000 11418.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 4800.00000 4800.00| 3500.00000 3500.00| 3400.00000 3400.00 SURFACE SEAL | | | 0045 711-51038 LUMP| 180000.00000 180000.00| 170000.00000 170000.00| 177000.00000 177000.00 STRUCTURAL STEEL | | | 0046 715-91361 30.000 LFT | 50.00000 1500.00| 50.00000 1500.00| 20.00000 600.00 PIPE, PVC, 6 IN. | | | 0047 722-51842 1269.000 SYS | 33.50000 42511.50| 32.65000 41432.85| 40.00000 50760.00 BRIDGE DECK OVERLAY | | | 0048 722-51846 6.300 CYS | 330.00000 2079.00| 330.00000 2079.00| 330.00000 2079.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 530.000 SFT | 7.50000 3975.00| 6.00000 3180.00| 8.00000 4240.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 393.000 SYS | 7.50000 2947.50| 2.75000 1080.75| 6.00000 2358.00 SURFACE MILLING | | | 0051 724-03276 45.000 LFT | 100.00000 4500.00| 75.00000 3375.00| 100.00000 4500.00 EXPANSION JOINT SEALING SYSTEM | | | 0052 724-51925 46.000 LFT | 100.00000 4600.00| 95.00000 4370.00| 100.00000 4600.00 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 726-01453 6.000 EACH| 500.00000 3000.00| 600.00000 3600.00| 375.00000 2250.00 BEARING ASSEMBLY, EXPANSION, E3 | | | 0054 726-01454 6.000 EACH| 500.00000 3000.00| 700.00000 4200.00| 375.00000 2250.00 BEARING ASSEMBLY, EXPANSION, E4 | | | 0055 726-01455 6.000 EACH| 600.00000 3600.00| 600.00000 3600.00| 400.00000 2400.00 BEARING ASSEMBLY, EXPANSION, E5 | | | 0056 801-01851 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 23000.00000 23000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0057 801-06207 7261.000 LFT | 1.00000 7261.00| 0.95000 6897.95| 0.85000 6171.85 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06640 29.000 EACH| 110.00000 3190.00| 100.00000 2900.00| 115.00000 3335.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 12.000 EACH| 30.00000 360.00| 35.00000 420.00| 45.00000 540.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 6000.00000 6000.00| 12000.00000 12000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0061 808-06712 220.000 LFT | 0.85000 187.00| 0.85000 187.00| 0.42000 92.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0062 808-06713 1758.000 LFT | 0.40000 703.20| 0.40000 703.20| 0.42000 738.36 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0063 808-06714 879.000 LFT | 0.85000 747.15| 0.85000 747.15| 0.42000 369.18 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0064 808-06716 1270.000 LFT | 1.00000 1270.00| 0.45000 571.50| 0.48000 609.60 LINE, REMOVE | | | 0065 808-75996 9.000 EACH| 15.00000 135.00| 30.00000 270.00| 10.50000 94.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 9.000 EACH| 85.00000 765.00| 120.00000 1080.00| 100.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 710,163.30| $ 757,954.96| $ 788,481.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 710,163.30| $ 757,954.96| $ 788,481.09 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-1385672 |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 5700.00000 5700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1400.00000 12600.00| 1250.00000 11250.00| 1394.00000 12546.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 330.600 SYS | 15.00000 4959.00| 25.00000 8265.00| 13.64000 4509.38 PAVEMENT REMOVAL | | | 0006 202-02241 688.500 LFT | 3.50000 2409.75| 3.50000 2409.75| 4.34000 2988.09 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 40000.00000 40000.00| 75000.00000 75000.00| 87000.00000 87000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02070 700.000 CYS | 20.00000 14000.00| 15.00000 10500.00| 13.00000 9100.00 BORROW | | | 0009 205-06937 2000.000 LFT | 1.50000 3000.00| 1.00000 2000.00| 1.35000 2700.00 TEMPORARY SILT FENCE | | | 0010 206-51230 6.000 CYS | 300.00000 1800.00| 50.00000 300.00| 70.00000 420.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02050 6.000 CYS | 60.00000 360.00| 50.00000 300.00| 32.45000 194.70 B BORROW | | | 0012 302-07455 54.000 CYS | 60.00000 3240.00| 25.00000 1350.00| 32.70000 1765.80 DENSE GRADED SUBBASE | | | 0013 306-08036 326.000 SYS | 12.00000 3912.00| 8.00000 2608.00| 8.74000 2849.24 MILLING, ASPHALT, 2 IN. | | | 0014 406-05521 1929.000 SYS | 0.11000 212.19| 0.11000 212.19| 0.10000 192.90 ASPHALT FOR TACK COAT | | | 0015 502-06329 106.600 SYS | 85.00000 9061.00| 80.00000 8528.00| 56.00000 5969.60 PCCP, 12 IN. | | | 0016 503-03489 48.000 EACH| 15.00000 720.00| 20.00000 960.00| 33.51000 1608.48 RETROFITTED TIE BARS | | | 0017 503-05310 48.000 LFT | 200.00000 9600.00| 125.00000 6000.00| 112.00000 5376.00 TERMINAL JOINT | | | 0018 601-01522 4.000 EACH| 1300.00000 5200.00| 1325.00000 5300.00| 1215.00000 4860.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 2.000 EACH| 1450.00000 2900.00| 1500.00000 3000.00| 1395.00000 2790.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-1385672 |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 1.000 EACH| 650.00000 650.00| 675.00000 675.00| 625.00000 625.00 GUARDRAIL END TREATMENT, I | | | 0021 601-07024 2.000 EACH| 4500.00000 9000.00| 6500.00000 13000.00| 5900.00000 11800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0022 601-94689 3.000 EACH| 2100.00000 6300.00| 2200.00000 6600.00| 1995.00000 5985.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 487.500 LFT | 12.00000 5850.00| 12.50000 6093.75| 11.40000 5557.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 690.000 LFT | 25.00000 17250.00| 25.00000 17250.00| 20.94000 14448.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06729 16.000 EACH| 7.50000 120.00| 10.00000 160.00| 7.00000 112.00 BARRIER DELINEATOR | | | 0026 609-06259 209.200 SYS | 60.00000 12552.00| 80.00000 16736.00| 62.07000 12985.04 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0027 610-07487 492.000 TON | 60.00000 29520.00| 70.00000 34440.00| 57.30000 28191.60 HMA FOR APPROACHES, TYPE B | | | 0028 616-02320 613.000 SYS | 3.50000 2145.50| 3.00000 1839.00| 2.00000 1226.00 GEOTEXTILES | | | 0029 616-05689 578.000 TON | 25.00000 14450.00| 22.00000 12716.00| 23.65000 13669.70 RIPRAP, CLASS 2 | | | 0030 616-06405 6.000 TON | 75.00000 450.00| 30.00000 180.00| 55.25000 331.50 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 425.00000 850.00| 100.00000 200.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02770 1175.000 SYS | 1.50000 1762.50| 2.00000 2350.00| 1.55000 1821.25 EROSION CONTROL BLANKET | | | 0033 621-06548 5.000 LBS | 32.00000 160.00| 30.00000 150.00| 65.00000 325.00 SEED MIXTURE, CV | | | 0034 621-06559 2000.000 SYS | 0.60000 1200.00| 0.60000 1200.00| 0.42000 840.00 MULCHED SEEDING, R | | | 0035 702-51005 10.700 CYS | 1200.00000 12840.00| 750.00000 8025.00| 800.00000 8560.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51110 3864.000 LBS | 2.00000 7728.00| 2.50000 9660.00| 2.95000 11398.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0037 702-51863 132.000 EACH| 20.00000 2640.00| 10.00000 1320.00| 13.88000 1832.16 FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-51030 2998.000 LBS | 0.70000 2098.60| 0.65000 1948.70| 0.98000 2938.04 REINFORCING STEEL | | | 0039 703-51032 88089.000 LBS | 0.80000 70471.20| 0.65000 57257.85| 0.82000 72232.98 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-1385672 |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-97936 44.000 EACH| 20.00000 880.00| 20.00000 880.00| 34.25000 1507.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 200.400 CYS | 550.00000 110220.00| 600.00000 120240.00| 616.00000 123446.40 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1100.00000 4400.00| 1250.00000 5000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 34.600 CYS | 360.00000 12456.00| 500.00000 17300.00| 450.00000 15570.00 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 5100.00000 5100.00| 5000.00000 5000.00| 6380.00000 6380.00 SURFACE SEAL | | | 0045 711-51038 LUMP| 181000.00000 181000.00| 180000.00000 180000.00| 178000.00000 178000.00 STRUCTURAL STEEL | | | 0046 715-91361 30.000 LFT | 28.00000 840.00| 10.00000 300.00| 16.00000 480.00 PIPE, PVC, 6 IN. | | | 0047 722-51842 1269.000 SYS | 40.00000 50760.00| 40.00000 50760.00| 64.50000 81850.50 BRIDGE DECK OVERLAY | | | 0048 722-51846 6.300 CYS | 330.00000 2079.00| 330.00000 2079.00| 330.00000 2079.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 530.000 SFT | 10.00000 5300.00| 20.00000 10600.00| 11.25000 5962.50 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 393.000 SYS | 12.00000 4716.00| 6.00000 2358.00| 7.69000 3022.17 SURFACE MILLING | | | 0051 724-03276 45.000 LFT | 65.00000 2925.00| 125.00000 5625.00| 31.23000 1405.35 EXPANSION JOINT SEALING SYSTEM | | | 0052 724-51925 46.000 LFT | 150.00000 6900.00| 125.00000 5750.00| 87.00000 4002.00 STRUCTURAL EXPANSION JOINT, SS | | | 0053 726-01453 6.000 EACH| 840.00000 5040.00| 500.00000 3000.00| 615.00000 3690.00 BEARING ASSEMBLY, EXPANSION, E3 | | | 0054 726-01454 6.000 EACH| 790.00000 4740.00| 500.00000 3000.00| 615.00000 3690.00 BEARING ASSEMBLY, EXPANSION, E4 | | | 0055 726-01455 6.000 EACH| 780.00000 4680.00| 500.00000 3000.00| 526.50000 3159.00 BEARING ASSEMBLY, EXPANSION, E5 | | | 0056 801-01851 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 22000.00000 22000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0057 801-06207 7261.000 LFT | 0.90000 6534.90| 1.00000 7261.00| 1.00000 7261.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06640 29.000 EACH| 100.00000 2900.00| 100.00000 2900.00| 135.00000 3915.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 12.000 EACH| 30.00000 360.00| 33.00000 396.00| 40.00000 480.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1310611 |(6) 35-1385672 |AMERICAN CONTRACTING & SERVI|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06775 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 18900.00000 18900.00 MAINTAINING TRAFFIC | | | 0061 808-06712 220.000 LFT | 0.85000 187.00| 0.88000 193.60| 0.24000 52.80 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0062 808-06713 1758.000 LFT | 0.40000 703.20| 0.40000 703.20| 0.24000 421.92 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0063 808-06714 879.000 LFT | 0.85000 747.15| 0.88000 773.52| 0.24000 210.96 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0064 808-06716 1270.000 LFT | 0.50000 635.00| 0.50000 635.00| 0.90000 1143.00 LINE, REMOVE | | | 0065 808-75996 9.000 EACH| 15.00000 135.00| 25.00000 225.00| 12.70000 114.30 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 9.000 EACH| 125.00000 1125.00| 125.00000 1125.00| 85.00000 765.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 831,374.99| $ 851,388.56| $ 894,958.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 831,374.99| $ 851,388.56| $ 894,958.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 05-0558668 | | |WEDDLE BROTHERS HIGHWAY GROU| | 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| 12531.86000 12531.86| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1203.21000 10828.89| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 45246.78000 45246.78| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7506.69000 7506.69| | CLEARING RIGHT OF WAY | | | 0005 202-02240 330.600 SYS | 20.20000 6678.12| | PAVEMENT REMOVAL | | | 0006 202-02241 688.500 LFT | 3.20000 2203.20| | GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 160811.93000 160811.93| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02070 700.000 CYS | 10.74000 7518.00| | BORROW | | | 0009 205-06937 2000.000 LFT | 2.90000 5800.00| | TEMPORARY SILT FENCE | | | 0010 206-51230 6.000 CYS | 29.18000 175.08| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02050 6.000 CYS | 20.61000 123.66| | B BORROW | | | 0012 302-07455 54.000 CYS | 48.54000 2621.16| | DENSE GRADED SUBBASE | | | 0013 306-08036 326.000 SYS | 4.62000 1506.12| | MILLING, ASPHALT, 2 IN. | | | 0014 406-05521 1929.000 SYS | 0.10000 192.90| | ASPHALT FOR TACK COAT | | | 0015 502-06329 106.600 SYS | 55.34000 5899.24| | PCCP, 12 IN. | | | 0016 503-03489 48.000 EACH| 9.45000 453.60| | RETROFITTED TIE BARS | | | 0017 503-05310 48.000 LFT | 77.73000 3731.04| | TERMINAL JOINT | | | 0018 601-01522 4.000 EACH| 1215.00000 4860.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01626 2.000 EACH| 1395.00000 2790.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 05-0558668 | | |WEDDLE BROTHERS HIGHWAY GROU| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-06037 1.000 EACH| 625.00000 625.00| | GUARDRAIL END TREATMENT, I | | | 0021 601-07024 2.000 EACH| 5900.00000 11800.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0022 601-94689 3.000 EACH| 1995.00000 5985.00| | GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 487.500 LFT | 11.40000 5557.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 690.000 LFT | 35.33000 24377.70| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06729 16.000 EACH| 8.20000 131.20| | BARRIER DELINEATOR | | | 0026 609-06259 209.200 SYS | 63.91000 13369.97| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0027 610-07487 492.000 TON | 57.30000 28191.60| | HMA FOR APPROACHES, TYPE B | | | 0028 616-02320 613.000 SYS | 2.33000 1428.29| | GEOTEXTILES | | | 0029 616-05689 578.000 TON | 28.20000 16299.60| | RIPRAP, CLASS 2 | | | 0030 616-06405 6.000 TON | 71.36000 428.16| | RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 400.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02770 1175.000 SYS | 1.40000 1645.00| | EROSION CONTROL BLANKET | | | 0033 621-06548 5.000 LBS | 30.00000 150.00| | SEED MIXTURE, CV | | | 0034 621-06559 2000.000 SYS | 0.55000 1100.00| | MULCHED SEEDING, R | | | 0035 702-51005 10.700 CYS | 789.10000 8443.37| | CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51110 3864.000 LBS | 1.69000 6530.16| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0037 702-51863 132.000 EACH| 2.66000 351.12| | FIELD DRILLED HOLE IN CONCRETE | | | 0038 703-51030 2998.000 LBS | 0.54000 1618.92| | REINFORCING STEEL | | | 0039 703-51032 88089.000 LBS | 0.59000 51972.51| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 05-0558668 | | |WEDDLE BROTHERS HIGHWAY GROU| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-97936 44.000 EACH| 15.87000 698.28| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0041 704-51002 200.400 CYS | 550.35000 110290.14| | CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1243.85000 4975.40| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 34.600 CYS | 474.71000 16424.97| | CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 5636.79000 5636.79| | SURFACE SEAL | | | 0045 711-51038 LUMP| 184098.43000 184098.43| | STRUCTURAL STEEL | | | 0046 715-91361 30.000 LFT | 18.49000 554.70| | PIPE, PVC, 6 IN. | | | 0047 722-51842 1269.000 SYS | 39.65000 50315.85| | BRIDGE DECK OVERLAY | | | 0048 722-51846 6.300 CYS | 330.00000 2079.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 530.000 SFT | 13.68000 7250.40| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 393.000 SYS | 3.49000 1371.57| | SURFACE MILLING | | | 0051 724-03276 45.000 LFT | 63.10000 2839.50| | EXPANSION JOINT SEALING SYSTEM | | | 0052 724-51925 46.000 LFT | 105.48000 4852.08| | STRUCTURAL EXPANSION JOINT, SS | | | 0053 726-01453 6.000 EACH| 599.67000 3598.02| | BEARING ASSEMBLY, EXPANSION, E3 | | | 0054 726-01454 6.000 EACH| 599.67000 3598.02| | BEARING ASSEMBLY, EXPANSION, E4 | | | 0055 726-01455 6.000 EACH| 593.81000 3562.86| | BEARING ASSEMBLY, EXPANSION, E5 | | | 0056 801-01851 LUMP| 22000.00000 22000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0057 801-06207 7261.000 LFT | 0.82000 5954.02| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06640 29.000 EACH| 110.00000 3190.00| | CONSTRUCTION SIGN, A | | | 0059 801-06645 12.000 EACH| 40.00000 480.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 601 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 809,099.17 ROUTE : US 50 CALL ORDER : 601 CONTRACT ID : B -27179-A COUNTIES : JACKSON LETTING DATE : 02/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 05-0558668 | | |WEDDLE BROTHERS HIGHWAY GROU| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06775 LUMP| 6219.11000 6219.11| | MAINTAINING TRAFFIC | | | 0061 808-06712 220.000 LFT | 0.40000 88.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0062 808-06713 1758.000 LFT | 0.40000 703.20| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0063 808-06714 879.000 LFT | 0.40000 351.60| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0064 808-06716 1270.000 LFT | 0.45000 571.50| | LINE, REMOVE | | | 0065 808-75996 9.000 EACH| 7.42000 66.78| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 9.000 EACH| 98.00000 882.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 904,935.59| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 904,935.59| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0656064 0656064 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 3,589,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,044,466.05 112.6906% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,249,179.88 118.3945% 4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 4,256,628.18 118.6020% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 4,363,814.00 121.5885% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 4,511,660.05 125.7079% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1618530 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI 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| 66502.06000 66502.06| 46075.00000 46075.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1650.00000 19800.00| 2095.00000 25140.00| 1250.00000 15000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 180000.00000 180000.00| 203272.00000 203272.00| 210000.00000 210000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 2340.000 SYS | 9.00000 21060.00| 9.00000 21060.00| 12.00000 28080.00 PAVEMENT REMOVAL | | | 0005 202-02241 1868.000 LFT | 5.00000 9340.00| 2.00000 3736.00| 2.00000 3736.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 80000.00000 80000.00| 115000.00000 115000.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0007 202-51328 LUMP| 110000.00000 110000.00| 115000.00000 115000.00| 95000.00000 95000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0008 202-51368 2133.000 SYS | 7.00000 14931.00| 7.00000 14931.00| 7.50000 15997.50 SLOPEWALL, REMOVE | | | 0009 202-74050 2.000 EACH| 100.00000 200.00| 105.00000 210.00| 900.00000 1800.00 SIGN, OVERHEAD, REMOVE | | | 0010 202-74095 2.000 EACH| 1180.00000 2360.00| 1230.00000 2460.00| 135.00000 270.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0011 202-99383 144.000 LFT | 20.00000 2880.00| 20.95000 3016.80| 30.00000 4320.00 TERMINAL JOINT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1618530 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 203-02000 3191.400 CYS | 17.00000 54253.80| 20.65000 65902.41| 35.00000 111699.00 EXCAVATION, COMMON | | | 0013 205-06937 1675.000 LFT | 2.00000 3350.00| 1.35000 2261.25| 1.40000 2345.00 TEMPORARY SILT FENCE | | | 0014 206-51230 1131.000 CYS | 15.00000 16965.00| 18.85000 21319.35| 18.00000 20358.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 206-94483 2870.000 SFT | 8.00000 22960.00| 22.30000 64001.00| 10.00000 28700.00 SHEET PILING, STEEL, S 2.4 | | | 0016 207-07500 9465.300 SYS | 2.50000 23663.25| 11.95000 113110.34| 18.00000 170375.40 SUBGRADE TREATMENT, TYPE C | | | 0017 210-07912 1.000 EACH| 1500.00000 1500.00| 1670.00000 1670.00| 1650.00000 1650.00 BOLT TENSION CALIBRATOR | | | 0018 210-07913 7.000 EACH| 235.00000 1645.00| 945.00000 6615.00| 850.00000 5950.00 PNEUMATIC WRENCH | | | 0019 210-08026 7.000 SET | 844.00000 5908.00| 265.00000 1855.00| 250.00000 1750.00 IMPACT WRENCH SOCKETS | | | 0020 211-06467 392.000 CYS | 25.00000 9800.00| 38.80000 15209.60| 44.00000 17248.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 530.300 CYS | 20.00000 10606.00| 28.00000 14848.40| 28.00000 14848.40 STRUCTURE BACKFILL | | | 0022 302-06464 106.800 CYS | 45.00000 4806.00| 92.00000 9825.60| 50.00000 5340.00 SUBBASE FOR PCCP | | | 0023 302-07455 475.900 CYS | 26.00000 12373.40| 50.00000 23795.00| 40.00000 19036.00 DENSE GRADED SUBBASE | | | 0024 303-01180 4035.400 TON | 12.00000 48424.80| 17.65000 71224.81| 19.00000 76672.60 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08033 24018.000 SYS | 0.75000 18013.50| 1.05000 25218.90| 1.50000 36027.00 MILLING, ASPHALT, 1 IN. | | | 0026 402-07433 3036.800 TON | 55.00000 167024.00| 53.00000 160950.40| 56.00000 170060.80 HMA SURFACE, TYPE B | | | 0027 402-07438 1301.600 TON | 65.00000 84604.00| 64.75000 84278.60| 67.00000 87207.20 HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 4776.300 TON | 55.00000 262696.50| 52.00000 248367.60| 55.00000 262696.50 HMA BASE, TYPE B | | | 0029 406-05520 10.800 TON | 270.00000 2916.00| 270.00000 2916.00| 285.00000 3078.00 ASPHALT FOR TACK COAT | | | 0030 502-06329 426.800 SYS | 55.00000 23474.00| 60.35000 25757.38| 65.00000 27742.00 PCCP, 12 IN. | | | 0031 503-03489 192.000 EACH| 17.00000 3264.00| 9.75000 1872.00| 15.00000 2880.00 RETROFITTED TIE BARS | | | 0032 503-05240 192.000 LFT | 10.00000 1920.00| 29.75000 5712.00| 13.00000 2496.00 D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1618530 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 503-05310 343.400 LFT | 100.00000 34340.00| 87.65000 30099.01| 135.00000 46359.00 TERMINAL JOINT | | | 0034 601-01115 25.000 LFT | 40.00000 1000.00| 42.65000 1066.25| 42.00000 1050.00 GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | | SPACING | | | 0035 601-01522 4.000 EACH| 1415.00000 5660.00| 1470.00000 5880.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-04746 6.000 EACH| 6000.00000 36000.00| 5615.00000 33690.00| 6000.00000 36000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0037 601-05999 2.000 EACH| 40.00000 80.00| 41.60000 83.20| 42.00000 84.00 CURVED TERMINAL END | | | 0038 601-94689 4.000 EACH| 1915.00000 7660.00| 1990.00000 7960.00| 2000.00000 8000.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH| 3100.00000 6200.00| 3225.00000 6450.00| 3250.00000 6500.00 GUARDRAIL END TREATMENT, MS | | | 0040 601-99105 687.500 LFT | 11.75000 8078.13| 13.35000 9178.13| 12.50000 8593.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99106 50.000 LFT | 21.00000 1050.00| 23.90000 1195.00| 22.00000 1100.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0042 601-99108 450.000 LFT | 17.25000 7762.50| 17.95000 8077.50| 18.50000 8325.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0043 602-06639 2078.000 LFT | 15.00000 31170.00| 21.60000 44884.80| 35.00000 72730.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 602-06646 936.000 LFT | 12.00000 11232.00| 16.55000 15490.80| 25.00000 23400.00 TEMPORARY CONCRETE BARRIER | | | 0045 602-06729 48.000 EACH| 6.00000 288.00| 15.60000 748.80| 7.50000 360.00 BARRIER DELINEATOR | | | 0046 606-07484 7374.000 LFT | 0.52000 3834.48| 0.90000 6636.60| 0.55000 4055.70 MILLED HMA SHOULDER CORRUGATIONS | | | 0047 609-06259 2855.900 SYS | 45.00000 128515.50| 55.70000 159073.63| 60.00000 171354.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0048 616-02320 1102.000 SYS | 3.00000 3306.00| 2.45000 2699.90| 3.00000 3306.00 GEOTEXTILES | | | 0049 616-06405 252.000 TON | 25.00000 6300.00| 22.00000 5544.00| 22.00000 5544.00 RIPRAP, REVETMENT | | | 0050 616-51367 2633.700 SYS | 36.00000 94813.20| 47.55000 125232.44| 25.00000 65842.50 SLOPEWALL, CONCRETE, 4 IN. | | | 0055 621-01004 2.000 EACH| 600.00000 1200.00| 315.00000 630.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1618530 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06559 1949.000 SYS | 2.00000 3898.00| 0.80000 1559.20| 0.80000 1559.20 MULCHED SEEDING, R | | | 0057 621-06567 0.200 MG | 7.00000 1.40| 2.30000 0.46| 2.00000 0.40 WATER | | | 0058 621-06574 166.000 SYS | 10.00000 1660.00| 10.40000 1726.40| 10.50000 1743.00 SODDING | | | 0059 701-96089 528.000 LFT | 44.00000 23232.00| 34.55000 18242.40| 48.00000 25344.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0060 701-98647 432.000 LFT | 44.00000 19008.00| 34.45000 14882.40| 54.00000 23328.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0061 702-51005 349.200 CYS | 350.00000 122220.00| 375.00000 130950.00| 400.00000 139680.00 CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51015 116.000 CYS | 180.00000 20880.00| 375.00000 43500.00| 250.00000 29000.00 CONCRETE, B, FOOTINGS | | | 0063 702-51863 500.000 EACH| 9.00000 4500.00| 7.65000 3825.00| 18.00000 9000.00 FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-51030 44158.000 LBS | 0.48000 21195.84| 0.60000 26494.80| 0.60000 26494.80 REINFORCING STEEL | | | 0065 703-51032 669426.000 LBS | 0.56000 374878.56| 0.65000 435126.90| 0.65000 435126.90 REINFORCING STEEL, EPOXY COATED | | | 0066 703-97703 3509.000 EACH| 14.00000 49126.00| 9.05000 31756.45| 12.00000 42108.00 THREADED BAR SPLICE, EPOXY COATED | | | 0067 704-51002 1366.800 CYS | 375.00000 512550.00| 375.00000 512550.00| 415.00000 567222.00 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05734 6.000 EACH| 1300.00000 7800.00| 1250.00000 7500.00| 1200.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0069 706-51020 235.000 CYS | 330.00000 77550.00| 375.00000 88125.00| 365.00000 85775.00 CONCRETE, C, RAILING | | | 0070 709-51821 LUMP| 2580.00000 2580.00| 4265.00000 4265.00| 3600.00000 3600.00 SURFACE SEAL , STR. NO. 1 | | | 0071 709-51821 LUMP| 2980.00000 2980.00| 5095.00000 5095.00| 4100.00000 4100.00 SURFACE SEAL , STR. NO. 2 | | | 0072 710-51864 344.000 EACH| 25.00000 8600.00| 18.70000 6432.80| 19.00000 6536.00 FIELD DRILLED HOLE | | | 0074 711-96800 14524.000 EACH| 1.35000 19607.40| 1.40000 20333.60| 1.50000 21786.00 STUD SHEAR CONNECTOR | | | 0076 715-05048 6270.000 LFT | 2.00000 12540.00| 6.45000 40441.50| 8.00000 50160.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0077 715-05053 414.000 LFT | 15.00000 6210.00| 13.50000 5589.00| 30.00000 12420.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1618530 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-05119 46.000 LFT | 45.00000 2070.00| 29.95000 1377.70| 42.00000 1932.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0079 715-05407 780.000 LFT | 2.00000 1560.00| 4.95000 3861.00| 11.00000 8580.00 PIPE, END BENT DRAIN, 6 IN. | | | 0080 718-06528 15.000 EACH| 630.59000 9458.85| 695.00000 10425.00| 800.00000 12000.00 OUTLET PROTECTOR, 1 | | | 0081 718-52610 220.700 CYS | 25.00000 5517.50| 38.00000 8386.60| 42.00000 9269.40 AGGREGATE FOR UNDERDRAINS | | | 0082 720-44000 3.000 EACH| 650.00000 1950.00| 990.00000 2970.00| 400.00000 1200.00 CASTING, ADJUST TO GRADE | | | 0083 720-45075 4.000 EACH| 2000.00000 8000.00| 1195.00000 4780.00| 1650.00000 6600.00 INLET, R13 | | | 0084 722-51842 5444.200 SYS | 25.00000 136105.00| 28.10000 152982.02| 25.00000 136105.00 BRIDGE DECK OVERLAY | | | 0085 726-96576 12.000 EACH| 696.00000 8352.00| 2955.00000 35460.00| 1200.00000 14400.00 BEARING ASSEMBLY, FIXED | | | 0086 801-01093 9.000 EACH| 880.00000 7920.00| 924.00000 8316.00| 950.00000 8550.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0087 801-06203 22173.000 LFT | 0.01000 221.73| 0.01000 221.73| 0.01000 221.73 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0088 801-06640 84.000 EACH| 75.00000 6300.00| 58.00000 4872.00| 65.00000 5460.00 CONSTRUCTION SIGN, A | | | 0089 801-06645 12.000 EACH| 50.00000 600.00| 26.00000 312.00| 25.00000 300.00 CONSTRUCTION SIGN, B | | | 0090 801-06710 60.000 DAY | 10.00000 600.00| 14.00000 840.00| 25.00000 1500.00 FLASHING ARROW SIGN | | | 0091 801-06775 LUMP| 55000.00000 55000.00| 55000.00000 55000.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0092 801-09133 2.000 EACH| 5250.00000 10500.00| 5460.00000 10920.00| 5500.00000 11000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0093 802-07057 332.000 SFT | 14.00000 4648.00| 14.70000 4880.40| 16.50000 5478.00 SIGN, PANEL, WITH LEGEND | | | 0094 802-07158 2.000 EACH| 3523.00000 7046.00| 3665.00000 7330.00| 3500.00000 7000.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0095 802-76140 2.000 EACH| 13500.00000 27000.00| 14040.00000 28080.00| 14000.00000 28000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0096 802-76175 30.000 LFT | 157.00000 4710.00| 165.00000 4950.00| 185.00000 5550.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1618530 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 807-02108 5.000 EACH| 387.00000 1935.00| 405.00000 2025.00| 475.00000 2375.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0098 807-07580 185.000 LFT | 5.80000 1073.00| 6.05000 1119.25| 6.50000 1202.50 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0099 807-82016 1.000 EACH| 518.00000 518.00| 540.00000 540.00| 550.00000 550.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0100 807-82017 1.000 EACH| 540.00000 540.00| 560.00000 560.00| 700.00000 700.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0101 807-86910 2.000 EACH| 30.00000 60.00| 31.50000 63.00| 32.00000 64.00 CONNECTOR KIT, UNFUSED | | | 0102 807-86915 4.000 EACH| 30.00000 120.00| 31.50000 126.00| 32.00000 128.00 CONNECTOR KIT, FUSED | | | 0103 807-86920 4.000 EACH| 20.00000 80.00| 21.00000 84.00| 13.00000 52.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0104 807-86930 8.000 EACH| 18.00000 144.00| 18.75000 150.00| 11.00000 88.00 INSULATION LINK, NONWATERPROOFED | | | 0105 808-03002 1740.000 LFT | 0.01000 17.40| 0.01000 17.40| 0.01000 17.40 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0106 808-03631 4920.000 LFT | 0.50000 2460.00| 0.38000 1869.60| 0.36000 1771.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0107 808-03632 5020.000 LFT | 0.50000 2510.00| 0.38000 1907.60| 0.36000 1807.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0108 808-05534 1025.000 LFT | 2.00000 2050.00| 2.00000 2050.00| 2.00000 2050.00 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0109 808-05535 100.000 LFT | 0.01000 1.00| 0.01000 1.00| 0.01000 1.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0110 808-06716 10266.000 LFT | 0.30000 3079.80| 0.25000 2566.50| 0.30000 3079.80 LINE, REMOVE | | | 0111 808-75996 50.000 EACH| 10.00000 500.00| 5.25000 262.50| 10.00000 500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0112 808-75998 50.000 EACH| 35.00000 1750.00| 22.05000 1102.50| 23.00000 1150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0113 711-51038 LUMP| 95000.00000 95000.00| 80100.00000 80100.00| 97000.00000 97000.00 STRUCTURAL STEEL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1917625 |(3) 35-1618530 |WALSH CONSTR CO. OF ILL |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 711-51038 LUMP| 175000.00000 175000.00| 179380.00000 179380.00| 190000.00000 190000.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0115 713-51820 LUMP| 10000.00000 10000.00| 15380.00000 15380.00| 20000.00000 20000.00 TEMPORARY SUPPORT , STR. NO. 1 | | | 0116 713-51820 LUMP| 10000.00000 10000.00| 15380.00000 15380.00| 20000.00000 20000.00 TEMPORARY SUPPORT , STR. NO. 2 | | | 0117 801-03291 8.000 EACH| 56.00000 448.00| 58.78000 470.24| 65.00000 520.00 CONSTRUCTION SIGN, D | | | 0118 801-06207 22000.000 LFT | 0.75000 16500.00| 0.58000 12760.00| 0.60000 13200.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0119 808-06368 2000.000 LFT | 0.01000 20.00| 0.01000 20.00| 0.01000 20.00 TRANSVERSE MARKING, REMOVE | | | 0120 808-74811 1740.000 LFT | 0.51000 887.40| 0.54000 939.60| 0.55000 957.00 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | SECTION TOTALS | $ 3,589,000.00| $ 4,044,466.05| $ 4,249,179.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,589,000.00| $ 4,044,466.05| $ 4,249,179.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1128289 |(6) 35-1386990 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 43607.23000 43607.23| 48500.00000 48500.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1117.74000 13412.88| 1800.00000 21600.00| 2500.00000 30000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 212831.41000 212831.41| 218250.00000 218250.00| 260000.00000 260000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 2340.000 SYS | 12.57000 29413.80| 9.50000 22230.00| 6.50000 15210.00 PAVEMENT REMOVAL | | | 0005 202-02241 1868.000 LFT | 1.90000 3549.20| 2.00000 3736.00| 3.00000 5604.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 166932.68000 166932.68| 119999.87000 119999.87| 160000.00000 160000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0007 202-51328 LUMP| 198945.68000 198945.68| 155000.00000 155000.00| 195000.00000 195000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0008 202-51368 2133.000 SYS | 12.98000 27686.34| 8.50000 18130.50| 16.00000 34128.00 SLOPEWALL, REMOVE | | | 0009 202-74050 2.000 EACH| 631.50000 1263.00| 110.00000 220.00| 165.00000 330.00 SIGN, OVERHEAD, REMOVE | | | 0010 202-74095 2.000 EACH| 778.11000 1556.22| 1300.00000 2600.00| 500.00000 1000.00 BRIDGE BRACKET ASSEMBLY, REMOVE | | | 0011 202-99383 144.000 LFT | 22.92000 3300.48| 8.30000 1195.20| 18.00000 2592.00 TERMINAL JOINT, REMOVE | | | 0012 203-02000 3191.400 CYS | 17.91000 57157.97| 12.50000 39892.50| 32.00000 102124.80 EXCAVATION, COMMON | | | 0013 205-06937 1675.000 LFT | 2.92000 4891.00| 1.45000 2428.75| 2.00000 3350.00 TEMPORARY SILT FENCE | | | 0014 206-51230 1131.000 CYS | 10.41000 11773.71| 19.00000 21489.00| 12.00000 13572.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 206-94483 2870.000 SFT | 37.64000 108026.80| 25.00000 71750.00| 19.50000 55965.00 SHEET PILING, STEEL, S 2.4 | | | 0016 207-07500 9465.300 SYS | 12.30000 116423.19| 12.00000 113583.60| 19.00000 179840.70 SUBGRADE TREATMENT, TYPE C | | | 0017 210-07912 1.000 EACH| 1476.54000 1476.54| 2100.00000 2100.00| 1800.00000 1800.00 BOLT TENSION CALIBRATOR | | | 0018 210-07913 7.000 EACH| 590.62000 4134.34| 1100.00000 7700.00| 1100.00000 7700.00 PNEUMATIC WRENCH | | | 0019 210-08026 7.000 SET | 157.50000 1102.50| 130.00000 910.00| 222.00000 1554.00 IMPACT WRENCH SOCKETS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1128289 |(6) 35-1386990 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 211-06467 392.000 CYS | 27.43000 10752.56| 32.00000 12544.00| 27.00000 10584.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 530.300 CYS | 10.17000 5393.15| 27.00000 14318.10| 30.00000 15909.00 STRUCTURE BACKFILL | | | 0022 302-06464 106.800 CYS | 20.57000 2196.88| 50.00000 5340.00| 28.00000 2990.40 SUBBASE FOR PCCP | | | 0023 302-07455 475.900 CYS | 19.36000 9213.42| 36.00000 17132.40| 23.00000 10945.70 DENSE GRADED SUBBASE | | | 0024 303-01180 4035.400 TON | 8.08000 32606.03| 18.00000 72637.20| 16.00000 64566.40 COMPACTED AGGREGATE, NO. 53 | | | 0025 306-08033 24018.000 SYS | 0.70000 16812.60| 1.50000 36027.00| 1.60000 38428.80 MILLING, ASPHALT, 1 IN. | | | 0026 402-07433 3036.800 TON | 53.00000 160950.40| 58.00000 176134.40| 59.00000 179171.20 HMA SURFACE, TYPE B | | | 0027 402-07438 1301.600 TON | 64.75000 84278.60| 71.25000 92739.00| 73.00000 95016.80 HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 4776.300 TON | 52.00000 248367.60| 57.00000 272249.10| 73.00000 348669.90 HMA BASE, TYPE B | | | 0029 406-05520 10.800 TON | 270.00000 2916.00| 300.00000 3240.00| 350.00000 3780.00 ASPHALT FOR TACK COAT | | | 0030 502-06329 426.800 SYS | 50.98000 21758.26| 70.00000 29876.00| 50.00000 21340.00 PCCP, 12 IN. | | | 0031 503-03489 192.000 EACH| 10.93000 2098.56| 15.00000 2880.00| 11.00000 2112.00 RETROFITTED TIE BARS | | | 0032 503-05240 192.000 LFT | 8.83000 1695.36| 8.25000 1584.00| 15.50000 2976.00 D-1 CONTRACTION JOINT | | | 0033 503-05310 343.400 LFT | 81.45000 27969.93| 116.00000 39834.40| 64.00000 21977.60 TERMINAL JOINT | | | 0034 601-01115 25.000 LFT | 37.50000 937.50| 41.00000 1025.00| 41.00000 1025.00 GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | | SPACING | | | 0035 601-01522 4.000 EACH| 1415.00000 5660.00| 1550.00000 6200.00| 1825.00000 7300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-04746 6.000 EACH| 5400.00000 32400.00| 5950.00000 35700.00| 5900.00000 35400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0037 601-05999 2.000 EACH| 40.00000 80.00| 44.00000 88.00| 50.00000 100.00 CURVED TERMINAL END | | | 0038 601-94689 4.000 EACH| 1915.00000 7660.00| 2100.00000 8400.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-94690 2.000 EACH| 3100.00000 6200.00| 3400.00000 6800.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1128289 |(6) 35-1386990 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-99105 687.500 LFT | 11.75000 8078.13| 13.00000 8937.50| 13.55000 9315.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0041 601-99106 50.000 LFT | 21.00000 1050.00| 23.00000 1150.00| 28.00000 1400.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0042 601-99108 450.000 LFT | 17.25000 7762.50| 19.00000 8550.00| 19.00000 8550.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0043 602-06639 2078.000 LFT | 15.68000 32583.04| 29.00000 60262.00| 23.00000 47794.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0044 602-06646 936.000 LFT | 12.19000 11409.84| 27.00000 25272.00| 21.00000 19656.00 TEMPORARY CONCRETE BARRIER | | | 0045 602-06729 48.000 EACH| 7.00000 336.00| 11.00000 528.00| 12.00000 576.00 BARRIER DELINEATOR | | | 0046 606-07484 7374.000 LFT | 0.51000 3760.74| 0.55000 4055.70| 1.10000 8111.40 MILLED HMA SHOULDER CORRUGATIONS | | | 0047 609-06259 2855.900 SYS | 44.98000 128458.38| 49.00000 139939.10| 46.00000 131371.40 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0048 616-02320 1102.000 SYS | 1.75000 1928.50| 1.90000 2093.80| 3.50000 3857.00 GEOTEXTILES | | | 0049 616-06405 252.000 TON | 11.07000 2789.64| 25.00000 6300.00| 25.00000 6300.00 RIPRAP, REVETMENT | | | 0050 616-51367 2633.700 SYS | 42.28000 111352.84| 66.00000 173824.20| 37.00000 97446.90 SLOPEWALL, CONCRETE, 4 IN. | | | 0055 621-01004 2.000 EACH| 300.00000 600.00| 330.00000 660.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06559 1949.000 SYS | 0.78000 1520.22| 0.85000 1656.65| 0.75000 1461.75 MULCHED SEEDING, R | | | 0057 621-06567 0.200 MG | 2.00000 0.40| 2.20000 0.44| 1.00000 0.20 WATER | | | 0058 621-06574 166.000 SYS | 9.84000 1633.44| 12.60000 2091.60| 8.00000 1328.00 SODDING | | | 0059 701-96089 528.000 LFT | 38.65000 20407.20| 38.00000 20064.00| 28.00000 14784.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.250 IN., 14 IN. | | | 0060 701-98647 432.000 LFT | 34.14000 14748.48| 36.50000 15768.00| 28.00000 12096.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0061 702-51005 349.200 CYS | 387.78000 135412.78| 500.00000 174600.00| 375.00000 130950.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1128289 |(6) 35-1386990 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 702-51015 116.000 CYS | 169.89000 19707.24| 300.00000 34800.00| 375.00000 43500.00 CONCRETE, B, FOOTINGS | | | 0063 702-51863 500.000 EACH| 3.76000 1880.00| 15.00000 7500.00| 8.00000 4000.00 FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-51030 44158.000 LBS | 0.56000 24728.48| 0.60000 26494.80| 0.50500 22299.79 REINFORCING STEEL | | | 0065 703-51032 669426.000 LBS | 0.63000 421738.38| 0.66000 441821.16| 0.60000 401655.60 REINFORCING STEEL, EPOXY COATED | | | 0066 703-97703 3509.000 EACH| 9.23000 32388.07| 8.60000 30177.40| 11.00000 38599.00 THREADED BAR SPLICE, EPOXY COATED | | | 0067 704-51002 1366.800 CYS | 481.43000 658018.52| 420.00000 574056.00| 375.00000 512550.00 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05734 6.000 EACH| 1070.57000 6423.42| 2000.00000 12000.00| 1800.00000 10800.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0069 706-51020 235.000 CYS | 197.51000 46414.85| 325.00000 76375.00| 410.00000 96350.00 CONCRETE, C, RAILING | | | 0070 709-51821 LUMP| 3991.20000 3991.20| 4000.00000 4000.00| 3400.00000 3400.00 SURFACE SEAL , STR. NO. 1 | | | 0071 709-51821 LUMP| 3931.60000 3931.60| 4000.00000 4000.00| 3875.00000 3875.00 SURFACE SEAL , STR. NO. 2 | | | 0072 710-51864 344.000 EACH| 18.00000 6192.00| 20.00000 6880.00| 22.00000 7568.00 FIELD DRILLED HOLE | | | 0074 711-96800 14524.000 EACH| 1.35000 19607.40| 1.80000 26143.20| 3.75000 54465.00 STUD SHEAR CONNECTOR | | | 0076 715-05048 6270.000 LFT | 4.23000 26522.10| 5.35000 33544.50| 3.25000 20377.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0077 715-05053 414.000 LFT | 14.07000 5824.98| 9.50000 3933.00| 8.00000 3312.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0078 715-05119 46.000 LFT | 25.41000 1168.86| 20.00000 920.00| 35.00000 1610.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0079 715-05407 780.000 LFT | 3.67000 2862.60| 3.30000 2574.00| 10.00000 7800.00 PIPE, END BENT DRAIN, 6 IN. | | | 0080 718-06528 15.000 EACH| 318.55000 4778.25| 645.00000 9675.00| 1100.00000 16500.00 OUTLET PROTECTOR, 1 | | | 0081 718-52610 220.700 CYS | 8.23000 1816.36| 35.00000 7724.50| 30.00000 6621.00 AGGREGATE FOR UNDERDRAINS | | | 0082 720-44000 3.000 EACH| 186.01000 558.03| 280.00000 840.00| 500.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0083 720-45075 4.000 EACH| 1254.91000 5019.64| 1450.00000 5800.00| 1605.00000 6420.00 INLET, R13 | | | 0084 722-51842 5444.200 SYS | 25.39000 138228.24| 34.00000 185102.80| 30.00000 163326.00 BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1128289 |(6) 35-1386990 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 726-96576 12.000 EACH| 882.31000 10587.72| 1065.00000 12780.00| 950.00000 11400.00 BEARING ASSEMBLY, FIXED | | | 0086 801-01093 9.000 EACH| 885.00000 7965.00| 950.00000 8550.00| 1100.00000 9900.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0087 801-06203 22173.000 LFT | 0.07000 1552.11| 0.01000 221.73| 0.15000 3325.95 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0088 801-06640 84.000 EACH| 99.00000 8316.00| 60.00000 5040.00| 125.00000 10500.00 CONSTRUCTION SIGN, A | | | 0089 801-06645 12.000 EACH| 34.00000 408.00| 26.00000 312.00| 50.00000 600.00 CONSTRUCTION SIGN, B | | | 0090 801-06710 60.000 DAY | 17.00000 1020.00| 11.00000 660.00| 22.00000 1320.00 FLASHING ARROW SIGN | | | 0091 801-06775 LUMP| 42312.04000 42312.04| 57048.00000 57048.00| 85000.00000 85000.00 MAINTAINING TRAFFIC | | | 0092 801-09133 2.000 EACH| 5975.00000 11950.00| 5700.00000 11400.00| 7000.00000 14000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0093 802-07057 332.000 SFT | 21.21000 7041.72| 15.00000 4980.00| 19.00000 6308.00 SIGN, PANEL, WITH LEGEND | | | 0094 802-07158 2.000 EACH| 4118.19000 8236.38| 3800.00000 7600.00| 3500.00000 7000.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0095 802-76140 2.000 EACH| 13085.89000 26171.78| 14800.00000 29600.00| 19800.00000 39600.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0096 802-76175 30.000 LFT | 153.96000 4618.80| 172.00000 5160.00| 190.00000 5700.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0097 807-02108 5.000 EACH| 392.43000 1962.15| 420.00000 2100.00| 700.00000 3500.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT, FURNISH | | | 0098 807-07580 185.000 LFT | 10.68000 1975.80| 6.30000 1165.50| 6.10000 1128.50 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0099 807-82016 1.000 EACH| 864.72000 864.72| 570.00000 570.00| 1100.00000 1100.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0100 807-82017 1.000 EACH| 894.76000 894.76| 595.00000 595.00| 1350.00000 1350.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 3 LUMINAIRES | | | 0101 807-86910 2.000 EACH| 29.81000 59.62| 33.00000 66.00| 75.00000 150.00 CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1128289 |(6) 35-1386990 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 807-86915 4.000 EACH| 30.91000 123.64| 33.00000 132.00| 50.00000 200.00 CONNECTOR KIT, FUSED | | | 0103 807-86920 4.000 EACH| 13.87000 55.48| 22.00000 88.00| 25.00000 100.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0104 807-86930 8.000 EACH| 17.05000 136.40| 20.00000 160.00| 35.00000 280.00 INSULATION LINK, NONWATERPROOFED | | | 0105 808-03002 1740.000 LFT | 0.01000 17.40| 0.01000 17.40| 0.10000 174.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0106 808-03631 4920.000 LFT | 0.38000 1869.60| 0.38000 1869.60| 0.47000 2312.40 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0107 808-03632 5020.000 LFT | 0.38000 1907.60| 0.38000 1907.60| 0.47000 2359.40 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0108 808-05534 1025.000 LFT | 0.76000 779.00| 2.00000 2050.00| 0.95000 973.75 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0109 808-05535 100.000 LFT | 5.25000 525.00| 0.01000 1.00| 9.00000 900.00 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 24 IN. | | | 0110 808-06716 10266.000 LFT | 0.30000 3079.80| 0.30000 3079.80| 0.43000 4414.38 LINE, REMOVE | | | 0111 808-75996 50.000 EACH| 7.01000 350.50| 5.50000 275.00| 35.00000 1750.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0112 808-75998 50.000 EACH| 29.00000 1450.00| 23.00000 1150.00| 70.00000 3500.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0113 711-51038 LUMP| 186282.37000 186282.37| 96800.00000 96800.00| 85000.00000 85000.00 STRUCTURAL STEEL , STR. NO. 1 | | | 0114 711-51038 LUMP| 269994.84000 269994.84| 232000.00000 232000.00| 223100.00000 223100.00 STRUCTURAL STEEL , STR. NO. 2 | | | 0115 713-51820 LUMP| 13790.29000 13790.29| 7800.00000 7800.00| 15000.00000 15000.00 TEMPORARY SUPPORT , STR. NO. 1 | | | 0116 713-51820 LUMP| 13790.29000 13790.29| 7800.00000 7800.00| 20000.00000 20000.00 TEMPORARY SUPPORT , STR. NO. 2 | | | 0117 801-03291 8.000 EACH| 55.00000 440.00| 60.00000 480.00| 80.00000 640.00 CONSTRUCTION SIGN, D | | | 0118 801-06207 22000.000 LFT | 0.85000 18700.00| 0.60000 13200.00| 1.05000 23100.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0119 808-06368 2000.000 LFT | 1.75000 3500.00| 0.01000 20.00| 2.00000 4000.00 TRANSVERSE MARKING, REMOVE | | | 0120 808-74811 1740.000 LFT | 0.48000 835.20| 0.55000 957.00| 0.68000 1183.20 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 611 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,308,930.79 ROUTE : I-65 CALL ORDER : 611 CONTRACT ID : B -27211-A COUNTIES : TIPPECANOE LETTING DATE : 02/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 05-0558668 |(5) 35-1128289 |(6) 35-1386990 |WEDDLE BROTHERS HIGHWAY GROU|BEATY CONSTRUCTION, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,256,628.18| $ 4,363,814.00| $ 4,511,660.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,256,628.18| $ 4,363,814.00| $ 4,511,660.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 4,134,258.05 100.0000% 2 35-1374866 PRIMCO, INC. $ 4,252,976.40 102.8715% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 4,781,011.71 115.6437% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,922,092.59 119.0562% 5 35-1057237 MCCOY, R.L., INC. $ 4,962,971.83 120.0450% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |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| 9550.09000 9550.09| 7610.00000 7610.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 2130.24000 25562.88| 1985.41000 23824.92| 2300.00000 27600.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 208621.40000 208621.40| 212648.82000 212648.82| 240000.00000 240000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3802.05000 3802.05| 496.00000 496.00| 21000.00000 21000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2988.000 SYS | 5.95000 17778.60| 9.64000 28804.32| 9.00000 26892.00 PAVEMENT REMOVAL | | | 0006 202-02241 8532.000 LFT | 1.50000 12798.00| 2.00000 17064.00| 1.60000 13651.20 GUARDRAIL, REMOVE | | | 0007 202-02271 8.000 EACH| 177.18000 1417.44| 145.00000 1160.00| 190.00000 1520.00 HEADWALL, REMOVE | | | 0008 202-51328 LUMP| 46031.57000 46031.57| 8185.00000 8185.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-51328 LUMP| 46031.57000 46031.57| 8185.00000 8185.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0010 202-51328 LUMP| 46031.57000 46031.57| 8185.00000 8185.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-51328 LUMP| 46031.57000 46031.57| 8185.00000 8185.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0012 202-91385 8.000 EACH| 177.18000 1417.44| 145.00000 1160.00| 200.00000 1600.00 INLET, REMOVE | | | 0013 202-96133 1051.000 LFT | 2.81000 2953.31| 2.85000 2995.35| 11.00000 11561.00 PIPE, REMOVE | | | 0014 202-99187 927.000 LFT | 1.25000 1158.75| 2.80000 2595.60| 2.00000 1854.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-07084 LUMP| 87321.47000 87321.47| 91000.00000 91000.00| 75000.00000 75000.00 EXCAVATION AND EMBANKMENT | | | 0016 205-06932 400.000 LFT | 3.00000 1200.00| 7.15000 2860.00| 3.00000 1200.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 3200.000 LFT | 1.47000 4704.00| 1.63000 5216.00| 1.60000 5120.00 TEMPORARY SILT FENCE | | | 0018 206-51230 2252.000 CYS | 4.64000 10449.28| 14.76000 33239.52| 10.00000 22520.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 207-07503 15215.000 SYS | 0.75000 11411.25| 1.05000 15975.75| 1.10000 16736.50 SUBGRADE TREATMENT, TYPE E | | | 0020 210-05873 LUMP| 12500.00000 12500.00| 6750.00000 6750.00| 15000.00000 15000.00 TESTING , MATERIAL AND SAMPLING | | | 0021 210-08094 4.000 EACH| 94950.00000 379800.00| 84950.00000 339800.00| 96000.00000 384000.00 PORTABLE TRAFFIC MONITORING & CONTROL | | | SYSTEM | | | 0022 210-08096 4.000 EACH| 19825.00000 79300.00| 20595.00000 82380.00| 20000.00000 80000.00 PERMANENT CHANGEABLE MESSAGE SIGN | | | 0023 210-08097 160.000 EACH| 7.33000 1172.80| 175.00000 28000.00| 50.00000 8000.00 RESET GRAVEL BARRELS | | | 0024 211-02050 917.000 CYS | 13.61000 12480.37| 25.52000 23401.84| 15.00000 13755.00 B BORROW | | | 0025 211-07454 400.000 CYS | 16.58000 6632.00| 14.00000 5600.00| 17.00000 6800.00 STRUCTURE BACKFILL | | | 0026 212-06282 610.000 CYS | 3.25000 1982.50| 2.70000 1647.00| 9.00000 5490.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0027 302-06464 1330.000 CYS | 21.07000 28023.10| 26.60000 35378.00| 30.00000 39900.00 SUBBASE FOR PCCP | | | 0028 302-07455 164.000 CYS | 21.75000 3567.00| 38.55000 6322.20| 32.00000 5248.00 DENSE GRADED SUBBASE | | | 0029 303-01180 830.000 TON | 14.30000 11869.00| 13.80000 11454.00| 15.50000 12865.00 COMPACTED AGGREGATE, NO. 53 | | | 0030 306-08043 4425.000 SYS | 2.36000 10443.00| 4.92000 21771.00| 2.70000 11947.50 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 402-07434 1100.000 TON | 20.00000 22000.00| 20.00000 22000.00| 21.00000 23100.00 HMA SURFACE, TYPE C | | | 0032 402-07439 370.000 TON | 35.00000 12950.00| 35.00000 12950.00| 36.00000 13320.00 HMA INTERMEDIATE, TYPE C | | | 0033 402-07442 3325.000 TON | 18.00000 59850.00| 18.00000 59850.00| 19.00000 63175.00 HMA BASE, TYPE C | | | 0034 406-05521 22950.000 SYS | 0.03000 688.50| 0.03000 688.50| 0.05000 1147.50 ASPHALT FOR TACK COAT | | | 0035 501-06266 LUMP| 2000.00000 2000.00| 1870.00000 1870.00| 0.01000 0.01 PROFILOGRAPH, PCCP | | | 0036 501-06727 LUMP| 1068.48000 1068.48| 748.00000 748.00| 2000.00000 2000.00 CORING, PCCP | | | 0037 502-06331 4860.000 SYS | 42.26000 205383.60| 34.00000 165240.00| 48.00000 233280.00 PCCP, 14 IN. | | | 0038 503-05240 1840.000 LFT | 7.36000 13542.40| 6.80000 12512.00| 12.00000 22080.00 D-1 CONTRACTION JOINT | | | 0039 503-05310 368.000 LFT | 121.58000 44741.44| 89.29000 32858.72| 85.00000 31280.00 TERMINAL JOINT | | | 0040 507-07505 96.000 EACH| 10.20000 979.20| 8.90000 854.40| 44.00000 4224.00 RETROFIT LOAD TRANSFER | | | 0041 601-01522 14.000 EACH| 1195.00000 16730.00| 1350.00000 18900.00| 1450.00000 20300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-03464 4.000 EACH| 30.00000 120.00| 40.00000 160.00| 41.00000 164.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0043 601-04746 4.000 EACH| 5750.00000 23000.00| 5500.00000 22000.00| 5700.00000 22800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0044 601-07050 4.000 EACH| 1575.00000 6300.00| 1950.00000 7800.00| 2100.00000 8400.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0045 601-94690 4.000 EACH| 3195.00000 12780.00| 3350.00000 13400.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, MS | | | 0046 601-99105 7419.500 LFT | 11.80000 87550.10| 11.50000 85324.25| 12.00000 89034.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0047 601-99108 1100.000 LFT | 18.40000 20240.00| 16.00000 17600.00| 17.00000 18700.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0048 602-06639 1400.000 LFT | 16.11000 22554.00| 14.75000 20650.00| 22.00000 30800.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0049 602-06646 6230.000 LFT | 15.09000 94010.70| 13.40000 83482.00| 19.00000 118370.00 TEMPORARY CONCRETE BARRIER | | | 0050 602-06729 24.000 EACH| 7.00000 168.00| 10.00000 240.00| 7.20000 172.80 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 603-01891 8.000 EACH| 312.33000 2498.64| 330.00000 2640.00| 450.00000 3600.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN.| | | X 12 FT. , TEMPORARY | | | 0052 603-06045 900.000 LFT | 7.80000 7020.00| 14.80000 13320.00| 8.20000 7380.00 FENCE, CHAIN LINK, 48 IN. | | | 0053 603-92636 160.000 LFT | 10.50000 1680.00| 12.80000 2048.00| 11.20000 1792.00 FENCE, CHAIN LINK, 72 IN. , TEMPORARY | | | 0054 605-06095 1060.000 LFT | 16.20000 17172.00| 6.50000 6890.00| 12.00000 12720.00 CURB, INTEGRAL, B, CONCRETE | | | 0055 606-07484 9560.000 LFT | 0.20000 1912.00| 0.40000 3824.00| 0.45000 4302.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0056 606-07485 1900.000 LFT | 1.10000 2090.00| 1.45000 2755.00| 1.40000 2660.00 MILLED PCCP SHOULDER CORRUGATIONS | | | 0058 609-06262 959.600 SYS | 60.47000 58027.01| 52.33000 50215.87| 54.00000 51818.40 REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. , MODIFIED | | | 0059 611-04153 1.000 EACH| 103698.29000 103698.29| 133942.50000 133942.50| 160000.00000 160000.00 TEMPORARY CROSSOVER, B, REFURBISH @ STA.| | | 5104+00 | | | 0060 611-52817 1.000 EACH| 75262.52000 75262.52| 106192.50000 106192.50| 100000.00000 100000.00 TEMPORARY CROSSOVER, B , REFURBISH @ | | | STA. 5268+00 | | | 0061 611-52817 1.000 EACH| 108523.35000 108523.35| 157843.00000 157843.00| 185000.00000 185000.00 TEMPORARY CROSSOVER, B @ STA. 5131+00 | | | 0062 611-52817 1.000 EACH| 109556.82000 109556.82| 161784.98000 161784.98| 185000.00000 185000.00 TEMPORARY CROSSOVER, B @ STA. 5240+00 | | | 0063 615-06336 4.000 EACH| 850.00000 3400.00| 2080.00000 8320.00| 1800.00000 7200.00 MONUMENT , GPS REFERENCE POINT | | | 0064 615-06530 4.000 EACH| 125.00000 500.00| 630.00000 2520.00| 650.00000 2600.00 POST, BENCHMARK | | | 0065 616-02320 875.000 SYS | 2.23000 1951.25| 2.05000 1793.75| 3.30000 2887.50 GEOTEXTILES | | | 0066 616-06451 460.000 TON | 26.39000 12139.40| 29.00000 13340.00| 32.00000 14720.00 RIPRAP, UNIFORM | | | 0067 616-51367 1780.400 SYS | 32.00000 56972.80| 49.70000 88485.88| 28.00000 49851.20 SLOPEWALL, CONCRETE, 4 IN. | | | 0068 621-01004 4.000 EACH| 500.00000 2000.00| 685.00000 2740.00| 520.00000 2080.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0069 621-06557 370.000 LBS | 1.66000 614.20| 4.70000 1739.00| 1.80000 666.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 621-06560 23584.000 SYS | 0.27000 6367.68| 0.38000 8961.92| 0.80000 18867.20 MULCHED SEEDING, U | | | 0071 621-06574 13145.000 SYS | 2.75000 36148.75| 2.65000 34834.25| 3.20000 42064.00 SODDING | | | 0072 622-52436 8.000 EACH| 20.00000 160.00| 25.00000 200.00| 52.00000 416.00 SIGN, DO NOT MOW OR SPRAY | | | 0073 701-98647 6400.000 LFT | 22.33000 142912.00| 17.00000 108800.00| 20.00000 128000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0074 702-51005 757.400 CYS | 433.33000 328204.14| 425.00000 321895.00| 410.00000 310534.00 CONCRETE, A, SUBSTRUCTURE | | | 0075 702-51015 189.200 CYS | 251.76000 47632.99| 250.00000 47300.00| 230.00000 43516.00 CONCRETE, B, FOOTINGS | | | 0076 702-51863 2312.000 EACH| 8.88000 20530.56| 8.76000 20253.12| 17.00000 39304.00 FIELD DRILLED HOLE IN CONCRETE | | | 0077 703-51030 104908.000 LBS | 0.61000 63993.88| 0.73000 76582.84| 0.60000 62944.80 REINFORCING STEEL | | | 0078 703-51032 231552.000 LBS | 0.61000 141246.72| 0.75000 173664.00| 0.65000 150508.80 REINFORCING STEEL, EPOXY COATED | | | 0079 704-51006 647.800 CYS | 344.06000 222882.07| 365.00000 236447.00| 400.00000 259120.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0080 706-05734 16.000 EACH| 1094.40000 17510.40| 1444.00000 23104.00| 1200.00000 19200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0081 706-51020 109.600 CYS | 505.92000 55448.83| 488.00000 53484.80| 530.00000 58088.00 CONCRETE, C, RAILING | | | 0082 709-51821 LUMP| 27177.17000 27177.17| 21617.44000 21617.44| 12000.00000 12000.00 SURFACE SEAL | | | 0083 710-51870 80.000 SFT | 62.00000 4960.00| 40.00000 3200.00| 55.00000 4400.00 REPOINTING MASONRY IN STRUCTURES | | | 0084 711-51038 LUMP| 221589.51000 221589.51| 245267.70000 245267.70| 225000.00000 225000.00 STRUCTURAL STEEL | | | 0085 715-05149 936.000 LFT | 23.57000 22061.52| 19.60000 18345.60| 32.00000 29952.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0086 715-05151 700.000 LFT | 13.02000 9114.00| 22.90000 16030.00| 36.00000 25200.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0087 715-05152 10.000 LFT | 35.07000 350.70| 48.00000 480.00| 70.00000 700.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0088 715-05428 880.000 LFT | 41.78000 36766.40| 67.35000 59268.00| 68.00000 59840.00 PIPE, SLOTTED VANE DRAIN, 12 IN. , | | | MODIFIED | | | 0089 715-46000 6.000 EACH| 529.16000 3174.96| 200.00000 1200.00| 250.00000 1500.00 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 715-97559 2.000 EACH| 1123.33000 2246.66| 4026.00000 8052.00| 3800.00000 7600.00 GRATED BOX END SECTION, II, 10:1, 12 IN.| | | 0091 715-97686 4.000 EACH| 1323.33000 5293.32| 4761.00000 19044.00| 4300.00000 17200.00 GRATED BOX END SECTION, II, 10:1, 15 IN.| | | 0092 718-04986 4.000 EACH| 1508.33000 6033.32| 1361.00000 5444.00| 900.00000 3600.00 CLEANOUT PORT, SLOTTED DRAIN PIPE, | | | MODIFIED, TYPE II | | | 0093 720-04467 5.000 EACH| 1612.70000 8063.50| 1629.25000 8146.25| 1100.00000 5500.00 INLET, C5 | | | 0094 720-45125 16.000 EACH| 1479.70000 23675.20| 1612.45000 25799.20| 1100.00000 17600.00 INLET, D6, MODIFIED | | | 0095 720-45275 4.000 EACH| 1236.51000 4946.04| 1454.00000 5816.00| 800.00000 3200.00 PIPE CATCH BASIN, 24 IN. , MODIFIED | | | 0096 724-51925 396.000 LFT | 127.62000 50537.52| 96.15000 38075.40| 78.00000 30888.00 STRUCTURAL EXPANSION JOINT, SS | | | 0097 726-92406 84.000 EACH| 546.00000 45864.00| 485.13000 40750.92| 650.00000 54600.00 BEARING ASSEMBLY, ELASTOMERIC , EXP | | | 0098 726-92406 28.000 EACH| 481.00000 13468.00| 514.13000 14395.64| 630.00000 17640.00 BEARING ASSEMBLY, ELASTOMERIC , FIXED | | | 0099 728-98377 LUMP| 4800.00000 4800.00| 6500.00000 6500.00| 3300.00000 3300.00 MASONRY COATING , STR. NO. 1 | | | 0100 728-98377 LUMP| 4800.00000 4800.00| 6500.00000 6500.00| 3300.00000 3300.00 MASONRY COATING , STR. NO. 2 | | | 0101 728-98377 LUMP| 4800.00000 4800.00| 6500.00000 6500.00| 3300.00000 3300.00 MASONRY COATING , STR. NO. 3 | | | 0102 728-98377 LUMP| 4800.00000 4800.00| 6500.00000 6500.00| 3300.00000 3300.00 MASONRY COATING , STR. NO. 4 | | | 0103 801-01093 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 525.00000 4200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0104 801-04308 8.000 EACH| 220.00000 1760.00| 220.00000 1760.00| 240.00000 1920.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0105 801-06198 240.000 DAY | 240.00000 57600.00| 256.00000 61440.00| 150.00000 36000.00 PATROLLER | | | 0106 801-06207 52630.000 LFT | 0.70000 36841.00| 0.70000 36841.00| 0.80000 42104.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0107 801-06469 10490.000 LFT | 1.38000 14476.20| 1.38000 14476.20| 1.45000 15210.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0108 801-06625 40.000 EACH| 59.00000 2360.00| 59.00000 2360.00| 63.00000 2520.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 801-06640 164.000 EACH| 75.00000 12300.00| 75.00000 12300.00| 85.00000 13940.00 CONSTRUCTION SIGN, A | | | 0110 801-06645 52.000 EACH| 25.00000 1300.00| 25.00000 1300.00| 30.00000 1560.00 CONSTRUCTION SIGN, B | | | 0111 801-06710 1440.000 DAY | 10.00000 14400.00| 10.00000 14400.00| 10.00000 14400.00 FLASHING ARROW SIGN | | | 0112 801-06775 LUMP| 16233.33000 16233.33| 20000.00000 20000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0113 801-07118 556.000 LFT | 7.00000 3892.00| 7.00000 3892.00| 7.30000 4058.80 BARRICADE, III-A | | | 0114 801-07119 720.000 LFT | 7.50000 5400.00| 7.50000 5400.00| 7.80000 5616.00 BARRICADE, III-B | | | 0115 802-05701 56.000 LFT | 12.50000 700.00| 8.00000 448.00| 14.50000 812.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0116 802-76035 24.000 SFT | 15.50000 372.00| 10.00000 240.00| 12.50000 300.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0117 804-06771 80.000 EACH| 14.00000 1120.00| 14.00000 1120.00| 15.00000 1200.00 DELINEATOR POST, FLEXIBLE | | | 0118 805-01842 4.000 EACH| 780.00000 3120.00| 600.00000 2400.00| 800.00000 3200.00 HANDHOLE, SIGNAL | | | 0119 805-06592 680.000 LFT | 8.60000 5848.00| 8.00000 5440.00| 9.50000 6460.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0120 808-06694 6480.000 LFT | 0.24000 1555.20| 0.24000 1555.20| 0.30000 1944.00 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0121 808-06713 1200.000 LFT | 0.13000 156.00| 0.13000 156.00| 0.15000 180.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0122 808-06714 1200.000 LFT | 0.13000 156.00| 0.13000 156.00| 0.15000 180.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0123 808-06716 13565.000 LFT | 0.25000 3391.25| 0.25000 3391.25| 0.40000 5426.00 LINE, REMOVE | | | 0124 808-75002 700.000 LFT | 0.21000 147.00| 0.21000 147.00| 0.25000 175.00 LINE, PAINT, BROKEN, WHITE, 6 IN. | | | 0125 808-75007 2800.000 LFT | 0.21000 588.00| 0.21000 588.00| 0.25000 700.00 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0126 808-75047 2800.000 LFT | 0.21000 588.00| 0.21000 588.00| 0.25000 700.00 LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0127 808-75078 24760.000 LFT | 0.50000 12380.00| 0.50000 12380.00| 0.55000 13618.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1374866 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |PRIMCO, INC. |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 808-75996 36.000 EACH| 14.32000 515.52| 15.00000 540.00| 18.00000 648.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0129 808-75998 36.000 EACH| 49.50000 1782.00| 49.50000 1782.00| 52.00000 1872.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,134,258.05| $ 4,252,976.40| $ 4,781,011.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,134,258.05| $ 4,252,976.40| $ 4,781,011.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1057237 | |SUPERIOR CONSTRUCTION CO |MCCOY, R.L., INC. | 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| 65000.00000 65000.00| 25000.00000 25000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 1200.00000 14400.00| 2700.00000 32400.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 245000.00000 245000.00| 247500.00000 247500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 150000.00000 150000.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 2988.000 SYS | 6.00000 17928.00| 18.00000 53784.00| PAVEMENT REMOVAL | | | 0006 202-02241 8532.000 LFT | 2.00000 17064.00| 2.00000 17064.00| GUARDRAIL, REMOVE | | | 0007 202-02271 8.000 EACH| 230.00000 1840.00| 367.40000 2939.20| HEADWALL, REMOVE | | | 0008 202-51328 LUMP| 85000.00000 85000.00| 67500.00000 67500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0009 202-51328 LUMP| 85000.00000 85000.00| 67500.00000 67500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0010 202-51328 LUMP| 85000.00000 85000.00| 67500.00000 67500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0011 202-51328 LUMP| 85000.00000 85000.00| 67500.00000 67500.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0012 202-91385 8.000 EACH| 329.00000 2632.00| 367.40000 2939.20| INLET, REMOVE | | | 0013 202-96133 1051.000 LFT | 4.13000 4340.63| 17.00000 17867.00| PIPE, REMOVE | | | 0014 202-99187 927.000 LFT | 1.25000 1158.75| 2.80000 2595.60| FENCE, FARM FIELD, REMOVE | | | 0015 203-07084 LUMP| 180000.00000 180000.00| 146500.00000 146500.00| EXCAVATION AND EMBANKMENT | | | 0016 205-06932 400.000 LFT | 7.00000 2800.00| 10.00000 4000.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 3200.000 LFT | 1.30000 4160.00| 1.50000 4800.00| TEMPORARY SILT FENCE | | | 0018 206-51230 2252.000 CYS | 10.00000 22520.00| 20.00000 45040.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1057237 | |SUPERIOR CONSTRUCTION CO |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 207-07503 15215.000 SYS | 1.55000 23583.25| 11.99000 182427.85| SUBGRADE TREATMENT, TYPE E | | | 0020 210-05873 LUMP| 12500.00000 12500.00| 30000.00000 30000.00| TESTING , MATERIAL AND SAMPLING | | | 0021 210-08094 4.000 EACH| 90000.00000 360000.00| 95000.00000 380000.00| PORTABLE TRAFFIC MONITORING & CONTROL | | | SYSTEM | | | 0022 210-08096 4.000 EACH| 20553.00000 82212.00| 28000.00000 112000.00| PERMANENT CHANGEABLE MESSAGE SIGN | | | 0023 210-08097 160.000 EACH| 26.50000 4240.00| 40.00000 6400.00| RESET GRAVEL BARRELS | | | 0024 211-02050 917.000 CYS | 10.67000 9784.39| 24.75000 22695.75| B BORROW | | | 0025 211-07454 400.000 CYS | 10.67000 4268.00| 13.20000 5280.00| STRUCTURE BACKFILL | | | 0026 212-06282 610.000 CYS | 8.00000 4880.00| 10.00000 6100.00| STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0027 302-06464 1330.000 CYS | 38.34000 50992.20| 30.00000 39900.00| SUBBASE FOR PCCP | | | 0028 302-07455 164.000 CYS | 46.02000 7547.28| 40.00000 6560.00| DENSE GRADED SUBBASE | | | 0029 303-01180 830.000 TON | 16.76000 13910.80| 15.00000 12450.00| COMPACTED AGGREGATE, NO. 53 | | | 0030 306-08043 4425.000 SYS | 1.63000 7212.75| 2.00000 8850.00| MILLING, TRANSITION | | | 0031 402-07434 1100.000 TON | 20.00000 22000.00| 20.00000 22000.00| HMA SURFACE, TYPE C | | | 0032 402-07439 370.000 TON | 35.00000 12950.00| 35.00000 12950.00| HMA INTERMEDIATE, TYPE C | | | 0033 402-07442 3325.000 TON | 18.00000 59850.00| 18.00000 59850.00| HMA BASE, TYPE C | | | 0034 406-05521 22950.000 SYS | 0.03000 688.50| 0.03000 688.50| ASPHALT FOR TACK COAT | | | 0035 501-06266 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| PROFILOGRAPH, PCCP | | | 0036 501-06727 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| CORING, PCCP | | | 0037 502-06331 4860.000 SYS | 35.83000 174133.80| 45.00000 218700.00| PCCP, 14 IN. | | | 0038 503-05240 1840.000 LFT | 9.48000 17443.20| 10.00000 18400.00| D-1 CONTRACTION JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1057237 | |SUPERIOR CONSTRUCTION CO |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 503-05310 368.000 LFT | 120.18000 44226.24| 120.00000 44160.00| TERMINAL JOINT | | | 0040 507-07505 96.000 EACH| 24.80000 2380.80| 48.00000 4608.00| RETROFIT LOAD TRANSFER | | | 0041 601-01522 14.000 EACH| 1350.00000 18900.00| 1350.00000 18900.00| GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-03464 4.000 EACH| 40.00000 160.00| 40.00000 160.00| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0043 601-04746 4.000 EACH| 5950.00000 23800.00| 5500.00000 22000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0044 601-07050 4.000 EACH| 1950.00000 7800.00| 1950.00000 7800.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0045 601-94690 4.000 EACH| 3350.00000 13400.00| 3350.00000 13400.00| GUARDRAIL END TREATMENT, MS | | | 0046 601-99105 7419.500 LFT | 11.50000 85324.25| 11.50000 85324.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0047 601-99108 1100.000 LFT | 16.00000 17600.00| 16.00000 17600.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0048 602-06639 1400.000 LFT | 2.00000 2800.00| 15.00000 21000.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0049 602-06646 6230.000 LFT | 1.00000 6230.00| 12.00000 74760.00| TEMPORARY CONCRETE BARRIER | | | 0050 602-06729 24.000 EACH| 7.00000 168.00| 10.00000 240.00| BARRIER DELINEATOR | | | 0051 603-01891 8.000 EACH| 425.00000 3400.00| 330.00000 2640.00| FENCE GATE, CHAIN LINK, SECURITY, 72 IN.| | | X 12 FT. , TEMPORARY | | | 0052 603-06045 900.000 LFT | 7.80000 7020.00| 14.80000 13320.00| FENCE, CHAIN LINK, 48 IN. | | | 0053 603-92636 160.000 LFT | 10.50000 1680.00| 12.80000 2048.00| FENCE, CHAIN LINK, 72 IN. , TEMPORARY | | | 0054 605-06095 1060.000 LFT | 17.00000 18020.00| 18.00000 19080.00| CURB, INTEGRAL, B, CONCRETE | | | 0055 606-07484 9560.000 LFT | 0.20000 1912.00| 1.00000 9560.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0056 606-07485 1900.000 LFT | 1.10000 2090.00| 2.00000 3800.00| MILLED PCCP SHOULDER CORRUGATIONS | | | 0058 609-06262 959.600 SYS | 75.00000 71970.00| 76.00000 72929.60| REINFORCED CONCRETE BRIDGE APPROACH, 14 | | | IN. , MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1057237 | |SUPERIOR CONSTRUCTION CO |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 611-04153 1.000 EACH| 105000.00000 105000.00| 116500.00000 116500.00| TEMPORARY CROSSOVER, B, REFURBISH @ STA.| | | 5104+00 | | | 0060 611-52817 1.000 EACH| 105000.00000 105000.00| 92000.00000 92000.00| TEMPORARY CROSSOVER, B , REFURBISH @ | | | STA. 5268+00 | | | 0061 611-52817 1.000 EACH| 140000.00000 140000.00| 122000.00000 122000.00| TEMPORARY CROSSOVER, B @ STA. 5131+00 | | | 0062 611-52817 1.000 EACH| 140000.00000 140000.00| 121500.00000 121500.00| TEMPORARY CROSSOVER, B @ STA. 5240+00 | | | 0063 615-06336 4.000 EACH| 1750.00000 7000.00| 2000.00000 8000.00| MONUMENT , GPS REFERENCE POINT | | | 0064 615-06530 4.000 EACH| 630.00000 2520.00| 700.00000 2800.00| POST, BENCHMARK | | | 0065 616-02320 875.000 SYS | 1.65000 1443.75| 2.40000 2100.00| GEOTEXTILES | | | 0066 616-06451 460.000 TON | 31.00000 14260.00| 30.00000 13800.00| RIPRAP, UNIFORM | | | 0067 616-51367 1780.400 SYS | 32.00000 56972.80| 38.00000 67655.20| SLOPEWALL, CONCRETE, 4 IN. | | | 0068 621-01004 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0069 621-06557 370.000 LBS | 1.66000 614.20| 1.66000 614.20| SEED MIXTURE, T | | | 0070 621-06560 23584.000 SYS | 0.27000 6367.68| 0.27000 6367.68| MULCHED SEEDING, U | | | 0071 621-06574 13145.000 SYS | 2.71000 35622.95| 2.71000 35622.95| SODDING | | | 0072 622-52436 8.000 EACH| 20.00000 160.00| 50.00000 400.00| SIGN, DO NOT MOW OR SPRAY | | | 0073 701-98647 6400.000 LFT | 20.00000 128000.00| 24.00000 153600.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 0.203 IN., 14 IN. | | | 0074 702-51005 757.400 CYS | 450.00000 340830.00| 325.00000 246155.00| CONCRETE, A, SUBSTRUCTURE | | | 0075 702-51015 189.200 CYS | 300.00000 56760.00| 300.00000 56760.00| CONCRETE, B, FOOTINGS | | | 0076 702-51863 2312.000 EACH| 7.50000 17340.00| 8.00000 18496.00| FIELD DRILLED HOLE IN CONCRETE | | | 0077 703-51030 104908.000 LBS | 0.61000 63993.88| 0.55000 57699.40| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1057237 | |SUPERIOR CONSTRUCTION CO |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 703-51032 231552.000 LBS | 0.62000 143562.24| 0.65000 150508.80| REINFORCING STEEL, EPOXY COATED | | | 0079 704-51006 647.800 CYS | 275.00000 178145.00| 365.00000 236447.00| CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0080 706-05734 16.000 EACH| 1200.00000 19200.00| 1800.00000 28800.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0081 706-51020 109.600 CYS | 300.00000 32880.00| 375.00000 41100.00| CONCRETE, C, RAILING | | | 0082 709-51821 LUMP| 18701.50000 18701.50| 8000.00000 8000.00| SURFACE SEAL | | | 0083 710-51870 80.000 SFT | 50.00000 4000.00| 40.00000 3200.00| REPOINTING MASONRY IN STRUCTURES | | | 0084 711-51038 LUMP| 391000.00000 391000.00| 265000.00000 265000.00| STRUCTURAL STEEL | | | 0085 715-05149 936.000 LFT | 14.85000 13899.60| 19.75000 18486.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0086 715-05151 700.000 LFT | 16.95000 11865.00| 24.25000 16975.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0087 715-05152 10.000 LFT | 36.95000 369.50| 55.00000 550.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0088 715-05428 880.000 LFT | 62.20000 54736.00| 156.00000 137280.00| PIPE, SLOTTED VANE DRAIN, 12 IN. , | | | MODIFIED | | | 0089 715-46000 6.000 EACH| 220.00000 1320.00| 421.00000 2526.00| PIPE END SECTION, 12 IN. | | | 0090 715-97559 2.000 EACH| 3535.00000 7070.00| 4220.00000 8440.00| GRATED BOX END SECTION, II, 10:1, 12 IN.| | | 0091 715-97686 4.000 EACH| 4635.00000 18540.00| 4915.00000 19660.00| GRATED BOX END SECTION, II, 10:1, 15 IN.| | | 0092 718-04986 4.000 EACH| 1182.00000 4728.00| 971.00000 3884.00| CLEANOUT PORT, SLOTTED DRAIN PIPE, | | | MODIFIED, TYPE II | | | 0093 720-04467 5.000 EACH| 2088.00000 10440.00| 1993.00000 9965.00| INLET, C5 | | | 0094 720-45125 16.000 EACH| 2230.00000 35680.00| 1565.00000 25040.00| INLET, D6, MODIFIED | | | 0095 720-45275 4.000 EACH| 1632.00000 6528.00| 1441.00000 5764.00| PIPE CATCH BASIN, 24 IN. , MODIFIED | | | 0096 724-51925 396.000 LFT | 101.00000 39996.00| 92.00000 36432.00| STRUCTURAL EXPANSION JOINT, SS | | | 0097 726-92406 84.000 EACH| 455.00000 38220.00| 600.00000 50400.00| BEARING ASSEMBLY, ELASTOMERIC , EXP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1057237 | |SUPERIOR CONSTRUCTION CO |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 726-92406 28.000 EACH| 455.00000 12740.00| 600.00000 16800.00| BEARING ASSEMBLY, ELASTOMERIC , FIXED | | | 0099 728-98377 LUMP| 7965.00000 7965.00| 3000.00000 3000.00| MASONRY COATING , STR. NO. 1 | | | 0100 728-98377 LUMP| 7965.00000 7965.00| 3000.00000 3000.00| MASONRY COATING , STR. NO. 2 | | | 0101 728-98377 LUMP| 8065.50000 8065.50| 3000.00000 3000.00| MASONRY COATING , STR. NO. 3 | | | 0102 728-98377 LUMP| 8065.50000 8065.50| 3000.00000 3000.00| MASONRY COATING , STR. NO. 4 | | | 0103 801-01093 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0104 801-04308 8.000 EACH| 220.00000 1760.00| 220.00000 1760.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0105 801-06198 240.000 DAY | 400.00000 96000.00| 390.00000 93600.00| PATROLLER | | | 0106 801-06207 52630.000 LFT | 0.70000 36841.00| 0.70000 36841.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0107 801-06469 10490.000 LFT | 1.38000 14476.20| 1.38000 14476.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0108 801-06625 40.000 EACH| 59.00000 2360.00| 59.00000 2360.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0109 801-06640 164.000 EACH| 75.00000 12300.00| 75.00000 12300.00| CONSTRUCTION SIGN, A | | | 0110 801-06645 52.000 EACH| 25.00000 1300.00| 25.00000 1300.00| CONSTRUCTION SIGN, B | | | 0111 801-06710 1440.000 DAY | 10.00000 14400.00| 10.00000 14400.00| FLASHING ARROW SIGN | | | 0112 801-06775 LUMP| 122000.00000 122000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0113 801-07118 556.000 LFT | 7.00000 3892.00| 7.00000 3892.00| BARRICADE, III-A | | | 0114 801-07119 720.000 LFT | 7.50000 5400.00| 7.50000 5400.00| BARRICADE, III-B | | | 0115 802-05701 56.000 LFT | 14.00000 784.00| 12.50000 700.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0116 802-76035 24.000 SFT | 12.00000 288.00| 15.50000 372.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/24/04 PAGE : 631 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,418,480.54 ROUTE : I-90 CALL ORDER : 631 CONTRACT ID : BT-27152-A COUNTIES : ELKHART LETTING DATE : 02/17/04 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1057237 | |SUPERIOR CONSTRUCTION CO |MCCOY, R.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 804-06771 80.000 EACH| 29.00000 2320.00| 14.00000 1120.00| DELINEATOR POST, FLEXIBLE | | | 0118 805-01842 4.000 EACH| 600.00000 2400.00| 780.00000 3120.00| HANDHOLE, SIGNAL | | | 0119 805-06592 680.000 LFT | 11.00000 7480.00| 8.60000 5848.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0120 808-06694 6480.000 LFT | 0.24000 1555.20| 0.24000 1555.20| LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0121 808-06713 1200.000 LFT | 0.13000 156.00| 0.13000 156.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0122 808-06714 1200.000 LFT | 0.13000 156.00| 0.13000 156.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0123 808-06716 13565.000 LFT | 0.25000 3391.25| 0.25000 3391.25| LINE, REMOVE | | | 0124 808-75002 700.000 LFT | 0.21000 147.00| 0.21000 147.00| LINE, PAINT, BROKEN, WHITE, 6 IN. | | | 0125 808-75007 2800.000 LFT | 0.21000 588.00| 0.21000 588.00| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0126 808-75047 2800.000 LFT | 0.21000 588.00| 0.21000 588.00| LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0127 808-75078 24760.000 LFT | 0.50000 12380.00| 0.50000 12380.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0128 808-75996 36.000 EACH| 10.00000 360.00| 25.00000 900.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0129 808-75998 36.000 EACH| 49.50000 1782.00| 49.50000 1782.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 4,922,092.59| $ 4,962,971.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,922,092.59| $ 4,962,971.83| ====================================================================================================================================