INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/12/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 621,142.65 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 658,113.05 105.9520% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 662,246.60 106.6175% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 694,776.38 111.8546% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 768,383.97 123.7049% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 837,299.27 134.7998% ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. 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 | 12000.00000 12000.00| 10000.00000 10000.00| 7950.00000 7950.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 14.000 MOS | 1000.00000 14000.00| 1200.00000 16800.00| 650.00000 9100.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 31000.00000 31000.00| 30000.00000 30000.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 18000.00000 18000.00| 9000.00000 9000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 83.000 m2 | 2.50000 207.50| 10.00000 830.00| 15.00000 1245.00 PAVEMENT REMOVAL | | | 0008 202-02286 1.000 EACH | 25000.00000 25000.00| 35000.00000 35000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 1445.000 m3 | 12.00000 17340.00| 15.00000 21675.00| 12.00000 17340.00 EXCAVATION, COMMON | | | 0010 203-51223 1705.000 m3 | 15.00000 25575.00| 12.50000 21312.50| 12.00000 20460.00 EXCAVATION, WATERWAY | | | 0011 205-06934 1.000 Mg | 700.00000 700.00| 1100.00000 1100.00| 732.00000 732.00 TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06937 160.000 m | 7.00000 1120.00| 3.00000 480.00| 7.00000 1120.00 TEMPORARY SILT FENCE | | | 0013 206-51220 152.000 m3 | 100.00000 15200.00| 150.00000 22800.00| 30.00000 4560.00 EXCAVATION, WET | | | 0014 207-07503 672.000 m2 | 4.25000 2856.00| 4.00000 2688.00| 3.00000 2016.00 SUBGRADE TREATMENT, TYPE E | | | 0015 210-08091 9.000 EACH | 450.00000 4050.00| 500.00000 4500.00| 300.00000 2700.00 AQUATIC HABITAT | | | 0016 211-06467 15.000 m3 | 40.00000 600.00| 40.00000 600.00| 130.00000 1950.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 217.000 m3 | 35.00000 7595.00| 32.00000 6944.00| 25.00000 5425.00 STRUCTURE BACKFILL | | | 0018 301-07448 1710.000 Mg | 19.00000 32490.00| 20.00000 34200.00| 19.00000 32490.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 20.000 m3 | 37.50000 750.00| 35.00000 700.00| 120.00000 2400.00 DENSE GRADED SUBBASE | | | 0020 306-08043 180.000 m2 | 7.50000 1350.00| 5.00000 900.00| 12.00000 2160.00 MILLING, TRANSITION | | | 0021 402-07432 168.000 Mg | 68.00000 11424.00| 70.00000 11760.00| 64.00000 10752.00 HMA SURFACE, TYPE A | | | 0022 402-07435 268.000 Mg | 64.00000 17152.00| 66.00000 17688.00| 60.00000 16080.00 HMA INTERMEDIATE, TYPE A | | | 0023 402-07440 85.000 Mg | 60.00000 5100.00| 55.00000 4675.00| 50.00000 4250.00 HMA BASE, TYPE A | | | 0024 405-05518 2470.000 m2 | 0.05000 123.50| 0.10000 247.00| 0.30000 741.00 ASPHALT FOR PRIME COAT | | | 0025 406-05521 1860.000 m2 | 0.05000 93.00| 0.05000 93.00| 0.04000 74.40 ASPHALT FOR TACK COAT | | | 0026 502-06627 113.000 m2 | 44.00000 4972.00| 40.00000 4520.00| 60.00000 6780.00 PCCP, 150 mm | | | 0027 601-01522 4.000 EACH | 1700.00000 6800.00| 1800.00000 7200.00| 1730.00000 6920.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01839 1.000 EACH | 1700.00000 1700.00| 1800.00000 1800.00| 1740.00000 1740.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-06037 3.000 EACH | 750.00000 2250.00| 785.00000 2355.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, I | | | 0030 601-99105 45.720 m | 50.00000 2286.00| 50.00000 2286.00| 47.50000 2171.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 602-06729 10.000 EACH | 8.00000 80.00| 28.00000 280.00| 10.45000 104.50 BARRIER DELINEATOR | | | 0032 603-06040 202.000 m | 26.25000 5302.50| 28.30000 5716.60| 27.00000 5454.00 FENCE, FARM FIELD, 1190 mm | | | 0033 609-06257 139.000 m2 | 65.00000 9035.00| 80.00000 11120.00| 85.00000 11815.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 610-07486 119.000 Mg | 80.00000 9520.00| 82.00000 9758.00| 75.00000 8925.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06497 2.000 EACH | 180.00000 360.00| 150.00000 300.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 616-02320 1668.000 m2 | 3.00000 5004.00| 3.00000 5004.00| 1.50000 2502.00 GEOTEXTILES | | | 0037 616-05688 945.000 Mg | 25.00000 23625.00| 35.00000 33075.00| 22.00000 20790.00 RIPRAP, CLASS 1 | | | 0038 616-06451 292.000 Mg | 25.00000 7300.00| 22.00000 6424.00| 24.00000 7008.00 RIPRAP, UNIFORM | | | 0039 621-01004 2.000 EACH | 725.00000 1450.00| 250.00000 500.00| 730.00000 1460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-02770 1400.000 m2 | 1.85000 2590.00| 3.25000 4550.00| 1.85000 2590.00 EROSION CONTROL BLANKET | | | 0041 621-06545 1.000 Mg | 640.00000 640.00| 450.00000 450.00| 660.00000 660.00 FERTILIZER | | | 0042 621-06557 41.000 kg | 8.50000 348.50| 24.00000 984.00| 8.70000 356.70 SEED MIXTURE, T | | | 0043 621-06559 2150.000 m2 | 0.60000 1290.00| 1.25000 2687.50| 0.50000 1075.00 MULCHED SEEDING, R | | | 0044 621-06574 40.000 m2 | 5.25000 210.00| 6.25000 250.00| 5.30000 212.00 SODDING | | | 0045 621-06575 1229.000 m2 | 5.25000 6452.25| 6.25000 7681.25| 5.20000 6390.80 SODDING, NURSERY | | | 0046 622-52436 12.000 EACH | 26.00000 312.00| 31.00000 372.00| 26.00000 312.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 450.000 EACH | 10.00000 4500.00| 10.00000 4500.00| 10.00000 4500.00 SEEDLING | | | 0048 622-98200 5.000 EACH | 26.00000 130.00| 31.00000 155.00| 26.00000 130.00 SIGN, DO NOT DISTURB | | | 0049 701-01849 312.000 m | 165.00000 51480.00| 125.00000 39000.00| 92.00000 28704.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 701-99086 20.000 EACH | 225.00000 4500.00| 225.00000 4500.00| 200.00000 4000.00 PILE TIP, STEEL SHELL | | | 0051 702-51005 66.000 m3 | 485.00000 32010.00| 600.00000 39600.00| 715.00000 47190.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 7.000 m3 | 500.00000 3500.00| 1000.00000 7000.00| 715.00000 5005.00 CONCRETE, B, FOOTINGS | | | 0053 703-51030 4053.000 kg | 1.60000 6484.80| 1.40000 5674.20| 1.50000 6079.50 REINFORCING STEEL | | | 0054 703-51032 19270.000 kg | 1.78000 34300.60| 1.60000 30832.00| 1.70000 32759.00 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 106.000 m3 | 450.00000 47700.00| 600.00000 63600.00| 715.00000 75790.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH | 1000.00000 4000.00| 1250.00000 5000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 17.000 m3 | 500.00000 8500.00| 600.00000 10200.00| 600.00000 10200.00 CONCRETE, C, RAILING | | | 0058 707-05971 125.000 m2 | 452.00000 56500.00| 425.00000 53125.00| 470.00000 58750.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 914 mm | | | 0059 709-51821 LUMP | 3250.00000 3250.00| 3000.00000 3000.00| 2500.00000 2500.00 SURFACE SEAL | | | 0060 715-05119 32.000 m | 68.00000 2176.00| 75.00000 2400.00| 93.00000 2976.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0061 715-05121 28.000 m | 75.00000 2100.00| 85.00000 2380.00| 112.00000 3136.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0062 715-05169 147.000 m | 68.00000 9996.00| 75.00000 11025.00| 93.00000 13671.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0063 715-05171 17.000 m | 75.00000 1275.00| 80.00000 1360.00| 112.00000 1904.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0064 715-05407 26.000 m | 15.00000 390.00| 15.00000 390.00| 20.00000 520.00 PIPE, END BENT DRAIN, 150 mm | | | 0065 715-46005 3.000 EACH | 235.00000 705.00| 200.00000 600.00| 275.00000 825.00 PIPE END SECTION, 375 mm | | | 0066 715-46010 3.000 EACH | 265.00000 795.00| 250.00000 750.00| 300.00000 900.00 PIPE END SECTION, 450 mm | | | 0067 720-45270 6.000 EACH | 750.00000 4500.00| 750.00000 4500.00| 800.00000 4800.00 PIPE CATCH BASIN, 450 mm | | | 0068 720-45275 1.000 EACH | 950.00000 950.00| 750.00000 750.00| 1000.00000 1000.00 PIPE CATCH BASIN, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1364963 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |ERBER & MILLIGAN CONSTR. CO. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 801-04308 4.000 EACH | 300.00000 1200.00| 310.00000 1240.00| 290.00000 1160.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06625 12.000 EACH | 110.00000 1320.00| 115.00000 1380.00| 110.00000 1320.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 8.000 EACH | 150.00000 1200.00| 143.00000 1144.00| 136.00000 1088.00 CONSTRUCTION SIGN, A | | | 0072 801-07118 36.000 m | 45.00000 1620.00| 45.00000 1620.00| 43.00000 1548.00 BARRICADE, III-A | | | 0073 801-07119 12.000 m | 45.00000 540.00| 45.00000 540.00| 43.00000 516.00 BARRICADE, III-B | | | 0074 802-76025 1.000 m2 | 175.00000 175.00| 180.00000 180.00| 173.00000 173.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0075 802-76055 4.000 m | 22.50000 90.00| 90.00000 360.00| 22.00000 88.00 SIGN POST, A | | | SECTION TOTALS | $ 621,142.65| $ 658,113.05| $ 662,246.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 621,142.65| $ 658,113.05| $ 662,246.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN 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 | 13800.00000 13800.00| 10000.00000 10000.00| 13800.00000 13800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 14.000 MOS | 1335.00000 18690.00| 1400.00000 19600.00| 1600.00000 22400.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 44133.00000 44133.00| 38000.00000 38000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 21434.00000 21434.00| 11000.00000 11000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 83.000 m2 | 16.13000 1338.79| 28.00000 2324.00| 35.00000 2905.00 PAVEMENT REMOVAL | | | 0008 202-02286 1.000 EACH | 22627.00000 22627.00| 77000.00000 77000.00| 85000.00000 85000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 1445.000 m3 | 15.58000 22513.10| 11.00000 15895.00| 12.00000 17340.00 EXCAVATION, COMMON | | | 0010 203-51223 1705.000 m3 | 6.72000 11457.60| 11.00000 18755.00| 18.00000 30690.00 EXCAVATION, WATERWAY | | | 0011 205-06934 1.000 Mg | 698.00000 698.00| 698.00000 698.00| 698.00000 698.00 TEMPORARY MULCHING | | | 0012 205-06937 160.000 m | 6.80000 1088.00| 6.80000 1088.00| 6.80000 1088.00 TEMPORARY SILT FENCE | | | 0013 206-51220 152.000 m3 | 274.26000 41687.52| 70.00000 10640.00| 125.00000 19000.00 EXCAVATION, WET | | | 0014 207-07503 672.000 m2 | 12.07000 8111.04| 4.00000 2688.00| 10.75000 7224.00 SUBGRADE TREATMENT, TYPE E | | | 0015 210-08091 9.000 EACH | 824.00000 7416.00| 1400.00000 12600.00| 450.00000 4050.00 AQUATIC HABITAT | | | 0016 211-06467 15.000 m3 | 64.76000 971.40| 125.00000 1875.00| 60.00000 900.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 217.000 m3 | 39.00000 8463.00| 45.00000 9765.00| 40.00000 8680.00 STRUCTURE BACKFILL | | | 0018 301-07448 1710.000 Mg | 19.00000 32490.00| 25.00000 42750.00| 23.00000 39330.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 20.000 m3 | 55.00000 1100.00| 80.00000 1600.00| 65.00000 1300.00 DENSE GRADED SUBBASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08043 180.000 m2 | 8.50000 1530.00| 15.00000 2700.00| 14.00000 2520.00 MILLING, TRANSITION | | | 0021 402-07432 168.000 Mg | 64.00000 10752.00| 64.00000 10752.00| 64.00000 10752.00 HMA SURFACE, TYPE A | | | 0022 402-07435 268.000 Mg | 60.00000 16080.00| 60.00000 16080.00| 60.00000 16080.00 HMA INTERMEDIATE, TYPE A | | | 0023 402-07440 85.000 Mg | 50.00000 4250.00| 50.00000 4250.00| 50.00000 4250.00 HMA BASE, TYPE A | | | 0024 405-05518 2470.000 m2 | 0.30000 741.00| 0.30000 741.00| 0.30000 741.00 ASPHALT FOR PRIME COAT | | | 0025 406-05521 1860.000 m2 | 0.04000 74.40| 0.04000 74.40| 0.04000 74.40 ASPHALT FOR TACK COAT | | | 0026 502-06627 113.000 m2 | 38.00000 4294.00| 70.00000 7910.00| 55.00000 6215.00 PCCP, 150 mm | | | 0027 601-01522 4.000 EACH | 1650.00000 6600.00| 1500.00000 6000.00| 1650.00000 6600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01839 1.000 EACH | 1660.00000 1660.00| 1800.00000 1800.00| 1660.00000 1660.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0029 601-06037 3.000 EACH | 715.00000 2145.00| 700.00000 2100.00| 715.00000 2145.00 GUARDRAIL END TREATMENT, I | | | 0030 601-99105 45.720 m | 45.15000 2064.26| 60.00000 2743.20| 45.15000 2064.26 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 602-06729 10.000 EACH | 7.00000 70.00| 10.00000 100.00| 10.00000 100.00 BARRIER DELINEATOR | | | 0032 603-06040 202.000 m | 25.75000 5201.50| 20.00000 4040.00| 25.75000 5201.50 FENCE, FARM FIELD, 1190 mm | | | 0033 609-06257 139.000 m2 | 69.00000 9591.00| 110.00000 15290.00| 60.00000 8340.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0034 610-07486 119.000 Mg | 75.00000 8925.00| 75.00000 8925.00| 75.00000 8925.00 HMA FOR APPROACHES, TYPE A | | | 0035 611-06497 2.000 EACH | 170.00000 340.00| 160.00000 320.00| 170.00000 340.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 616-02320 1668.000 m2 | 2.00000 3336.00| 2.50000 4170.00| 3.18000 5304.24 GEOTEXTILES | | | 0037 616-05688 945.000 Mg | 35.00000 33075.00| 50.00000 47250.00| 40.00000 37800.00 RIPRAP, CLASS 1 | | | 0038 616-06451 292.000 Mg | 28.00000 8176.00| 32.00000 9344.00| 30.00000 8760.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-01004 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-02770 1400.000 m2 | 1.75000 2450.00| 1.75000 2450.00| 1.75000 2450.00 EROSION CONTROL BLANKET | | | 0041 621-06545 1.000 Mg | 630.00000 630.00| 630.00000 630.00| 630.00000 630.00 FERTILIZER | | | 0042 621-06557 41.000 kg | 8.25000 338.25| 8.25000 338.25| 8.25000 338.25 SEED MIXTURE, T | | | 0043 621-06559 2150.000 m2 | 0.50000 1075.00| 0.50000 1075.00| 0.50000 1075.00 MULCHED SEEDING, R | | | 0044 621-06574 40.000 m2 | 4.98000 199.20| 4.98000 199.20| 4.98000 199.20 SODDING | | | 0045 621-06575 1229.000 m2 | 4.98000 6120.42| 4.98000 6120.42| 4.98000 6120.42 SODDING, NURSERY | | | 0046 622-52436 12.000 EACH | 25.00000 300.00| 25.00000 300.00| 25.00000 300.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 450.000 EACH | 9.40000 4230.00| 9.40000 4230.00| 9.40000 4230.00 SEEDLING | | | 0048 622-98200 5.000 EACH | 25.00000 125.00| 25.00000 125.00| 25.00000 125.00 SIGN, DO NOT DISTURB | | | 0049 701-01849 312.000 m | 124.00000 38688.00| 65.00000 20280.00| 190.00000 59280.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0050 701-99086 20.000 EACH | 112.00000 2240.00| 140.00000 2800.00| 275.00000 5500.00 PILE TIP, STEEL SHELL | | | 0051 702-51005 66.000 m3 | 580.00000 38280.00| 650.00000 42900.00| 875.00000 57750.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 7.000 m3 | 694.00000 4858.00| 650.00000 4550.00| 1000.00000 7000.00 CONCRETE, B, FOOTINGS | | | 0053 703-51030 4053.000 kg | 1.72000 6971.16| 2.00000 8106.00| 1.50000 6079.50 REINFORCING STEEL | | | 0054 703-51032 19270.000 kg | 1.85000 35649.50| 2.25000 43357.50| 1.75000 33722.50 REINFORCING STEEL, EPOXY COATED | | | 0055 704-51002 106.000 m3 | 650.00000 68900.00| 650.00000 68900.00| 750.00000 79500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05732 4.000 EACH | 1300.00000 5200.00| 1600.00000 6400.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0057 706-51020 17.000 m3 | 575.00000 9775.00| 600.00000 10200.00| 750.00000 12750.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 410 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 640,986.50 ROUTE : CR 350 S CALL ORDER : 410 CONTRACT ID : B -27754-A COUNTIES : HENRY LETTING DATE : 03/16/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1385672 |( 5 ) 35-1618530 |( 6 ) 35-2040801 |FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 707-05971 125.000 m2 | 481.00000 60125.00| 650.00000 81250.00| 660.00000 82500.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 914 mm | | | 0059 709-51821 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| 2880.00000 2880.00 SURFACE SEAL | | | 0060 715-05119 32.000 m | 45.78000 1464.96| 100.00000 3200.00| 80.00000 2560.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0061 715-05121 28.000 m | 48.20000 1349.60| 110.00000 3080.00| 95.00000 2660.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0062 715-05169 147.000 m | 64.44000 9472.68| 105.00000 15435.00| 70.00000 10290.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0063 715-05171 17.000 m | 81.00000 1377.00| 110.00000 1870.00| 120.00000 2040.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0064 715-05407 26.000 m | 41.00000 1066.00| 30.00000 780.00| 35.00000 910.00 PIPE, END BENT DRAIN, 150 mm | | | 0065 715-46005 3.000 EACH | 387.00000 1161.00| 450.00000 1350.00| 275.00000 825.00 PIPE END SECTION, 375 mm | | | 0066 715-46010 3.000 EACH | 421.00000 1263.00| 500.00000 1500.00| 325.00000 975.00 PIPE END SECTION, 450 mm | | | 0067 720-45270 6.000 EACH | 671.00000 4026.00| 850.00000 5100.00| 1000.00000 6000.00 PIPE CATCH BASIN, 450 mm | | | 0068 720-45275 1.000 EACH | 791.00000 791.00| 950.00000 950.00| 1100.00000 1100.00 PIPE CATCH BASIN, 600 mm | | | 0069 801-04308 4.000 EACH | 300.00000 1200.00| 280.00000 1120.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06625 12.000 EACH | 95.00000 1140.00| 105.00000 1260.00| 95.00000 1140.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 8.000 EACH | 150.00000 1200.00| 130.00000 1040.00| 150.00000 1200.00 CONSTRUCTION SIGN, A | | | 0072 801-07118 36.000 m | 40.00000 1440.00| 41.00000 1476.00| 40.00000 1440.00 BARRICADE, III-A | | | 0073 801-07119 12.000 m | 50.00000 600.00| 41.00000 492.00| 50.00000 600.00 BARRICADE, III-B | | | 0074 802-76025 1.000 m2 | 165.00000 165.00| 118.00000 118.00| 118.00000 118.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0075 802-76055 4.000 m | 20.00000 80.00| 33.00000 132.00| 33.00000 132.00 SIGN POST, A | | | SECTION TOTALS | $ 694,776.38| $ 768,383.97| $ 837,299.27 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 694,776.38| $ 768,383.97| $ 837,299.27 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 944,944.70 ROUTE : CR 500 W CALL ORDER : 420 CONTRACT ID : B -27813-B COUNTIES : CARROLL LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 951,264.00 100.0000% ==================================================================================================================================== |( 1 ) 35-1801998 |( ) |( ) |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HISTORIC BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2800.00000 22400.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 47500.00000 47500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9300.00000 9300.00| | CLEARING RIGHT OF WAY | | | 0007 202-06541 3.000 EACH | 3600.00000 10800.00| | REMOVE AND REPLACE LOWER LATERAL BRACIN | | | 0008 202-06541 80.000 EACH | 115.00000 9200.00| | REMOVE FLOOR BEAMS | | | 0009 202-07003 LUMP | 3800.00000 3800.00| | REMOVE AND REMOUNT RUB RAIL | | | 0010 202-07003 LUMP | 4400.00000 4400.00| | REMOVE DECK | | | 0011 202-07003 LUMP | 4400.00000 4400.00| | REMOVE ROOF | | | 0012 202-07003 LUMP | 6600.00000 6600.00| | REMOVE SIDING | | | 0013 202-96035 18.000 LFT | 425.00000 7650.00| | CONCRETE WALL, REMOVE | | | 0014 203-02000 239.000 CYS | 45.00000 10755.00| | EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 944,944.70 ROUTE : CR 500 W CALL ORDER : 420 CONTRACT ID : B -27813-B COUNTIES : CARROLL LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( ) |( ) |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 205-06937 450.000 LFT | 3.00000 1350.00| | TEMPORARY SILT FENCE | | | 0016 207-07503 415.000 SYS | 3.25000 1348.75| | SUBGRADE TREATMENT, TYPE E | | | 0017 210-05666 2013.000 SFT | 13.25000 26672.25| | DECKING , NEW | | | 0018 210-05667 LUMP | 22000.00000 22000.00| | SIDING , NEW | | | 0019 210-05721 LUMP | 11000.00000 11000.00| | FIRE RETARDANT TREATMENT | | | 0020 210-05801 61.000 LFT | 225.00000 13725.00| | REPLACE DIAGONALS | | | 0021 210-05801 636.000 LFT | 13.00000 8268.00| | REPLACE RAFTERS | | | 0022 210-05801 306.000 LFT | 140.00000 42840.00| | REPLACE SEGMENT OF LOWER CHORD | | | 0023 210-05801 201.000 LFT | 135.00000 27135.00| | REPLACE SEGMENT OF UPPER CHORD | | | 0024 210-05804 LUMP | 50600.00000 50600.00| | MISCELLANEOUS REPAIRS | | | 0025 210-05813 LUMP | 15000.00000 15000.00| | PAINT BRIDGE | | | 0026 210-05813 LUMP | 15000.00000 15000.00| | PAINT BRIDGE ABUTMENTS | | | 0027 210-06979 LUMP | 33000.00000 33000.00| | NEW ROOF | | | 0028 210-07255 16.000 EACH | 350.00000 5600.00| | TIE DOWN ASSEMBLY , STEEL | | | 0029 210-08368 4200.000 LBS | 3.35000 14070.00| | REMOVE AND RESET ABUTMENT PIECE | | | 0030 210-08369 23.000 EACH | 2178.00000 50094.00| | STRAIGHTEN ABUTMENT PIECE | | | 0031 213-52830 55.000 CYS | 225.00000 12375.00| | FLOWABLE MORTAR | | | 0032 301-07448 433.400 TON | 19.00000 8234.60| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0033 404-05516 420.000 SYS | 9.00000 3780.00| | SEAL COAT, 7 | | | 0034 609-06257 71.000 SYS | 165.00000 11715.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 944,944.70 ROUTE : CR 500 W CALL ORDER : 420 CONTRACT ID : B -27813-B COUNTIES : CARROLL LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( ) |( ) |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 615-97797 2.000 EACH | 1750.00000 3500.00| | PLAQUE, BRONZE , WITH CONCRETE POST | | | 0036 616-02320 223.000 SYS | 5.00000 1115.00| | GEOTEXTILES | | | 0037 619-51859 LUMP | 15000.00000 15000.00| | PAINT STEEL BRIDGE | | | 0038 621-01004 2.000 EACH | 125.00000 250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-02770 1005.000 SYS | 1.95000 1959.75| | EROSION CONTROL BLANKET | | | 0040 621-06559 2670.000 SYS | 0.60000 1602.00| | MULCHED SEEDING, R | | | 0041 621-06565 1.100 TON | 760.00000 836.00| | MULCHING MATERIAL | | | 0042 622-05639 28.000 EACH | 115.00000 3220.00| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0043 622-05648 5.000 EACH | 300.00000 1500.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 IN. OR UNDER | | | 0044 703-51032 3506.000 LBS | 2.10000 7362.60| | REINFORCING STEEL, EPOXY COATED | | | 0045 709-04919 2004.000 SFT | 12.00000 24048.00| | COATING , RUBBER | | | 0046 711-05728 6.000 EACH | 1175.00000 7050.00| | REPAIR IRON ROD | | | 0047 711-05728 1.000 EACH | 3000.00000 3000.00| | REPAIR IRON SHOE | | | 0048 711-95290 80.000 LFT | 999.00000 79920.00| | FIELD WELDING ABUTMENT PIECE | | | 0049 711-95290 36.000 LFT | 1925.00000 69300.00| | FIELD WELDING ABUTMENT PIECE WITH | | | MISSING PORTIONS | | | 0050 712-05853 80.000 EACH | 440.00000 35200.00| | FLOOR BEAMS , NEW | | | 0051 714-05562 2004.000 SFT | 65.00000 130260.00| | RETAINING WALL , MSE | | | 0052 801-04308 2.000 EACH | 675.00000 1350.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 944,944.70 ROUTE : CR 500 W CALL ORDER : 420 CONTRACT ID : B -27813-B COUNTIES : CARROLL LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( ) |( ) |CLR, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 801-06640 6.000 EACH | 275.00000 1650.00| | CONSTRUCTION SIGN, A | | | 0054 801-07118 24.000 LFT | 18.20000 436.80| | BARRICADE, III-A | | | 0055 801-07119 24.000 LFT | 21.00000 504.00| | BARRICADE, III-B | | | 0056 802-76025 28.000 SFT | 16.00000 448.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0057 802-76035 36.000 SFT | 18.00000 648.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0058 802-76055 95.000 LFT | 5.15000 489.25| | SIGN POST, A | | | SECTION TOTALS | $ 951,264.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 951,264.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,191.63 ROUTE : CR 300W CALL ORDER : 430 CONTRACT ID : B -27890-A COUNTIES : ADAMS LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/17/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 316,095.77 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 352,373.77 111.4769% ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1817530 |( ) |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, 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 | 5500.00000 5500.00| 5200.00000 5200.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2180.00000 13080.00| 1450.00000 8700.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 15000.00000 15000.00| 16000.00000 16000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 1000.00000 1000.00| 5000.00000 5000.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 31900.00000 31900.00| 29700.00000 29700.00| PRESENT STRUCTURE, REMOVE | | | 0008 202-96133 20.000 LFT | 8.00000 160.00| 10.00000 200.00| PIPE, REMOVE | | | 0009 203-02000 443.000 CYS | 13.50000 5980.50| 17.00000 7531.00| EXCAVATION, COMMON | | | 0010 203-02070 710.000 CYS | 18.00000 12780.00| 8.00000 5680.00| BORROW | | | 0011 205-06931 9.000 TON | 46.00000 414.00| 85.00000 765.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 8.000 TON | 49.00000 392.00| 120.00000 960.00| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 1154.000 LFT | 1.56000 1800.24| 1.56000 1800.24| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,191.63 ROUTE : CR 300W CALL ORDER : 430 CONTRACT ID : B -27890-A COUNTIES : ADAMS LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1817530 |( ) |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 206-51220 69.000 CYS | 30.00000 2070.00| 17.00000 1173.00| EXCAVATION, WET | | | 0015 206-51230 54.000 CYS | 12.00000 648.00| 38.00000 2052.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-08267 1230.000 SYS | 2.70000 3321.00| 6.00000 7380.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0017 211-06467 14.000 CYS | 23.50000 329.00| 25.00000 350.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 211-07454 16.000 CYS | 24.75000 396.00| 24.00000 384.00| STRUCTURE BACKFILL | | | 0019 301-07448 687.000 TON | 14.75000 10133.25| 12.00000 8244.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 24.000 CYS | 22.00000 528.00| 20.00000 480.00| DENSE GRADED SUBBASE | | | 0021 303-07449 37.000 TON | 17.00000 629.00| 18.00000 666.00| COMPACTED AGGREGATE, NO. 73 | | | 0022 306-08043 395.000 SYS | 6.00000 2370.00| 7.00000 2765.00| MILLING, TRANSITION | | | 0023 402-07432 124.000 TON | 51.00000 6324.00| 51.00000 6324.00| HMA SURFACE, TYPE A | | | 0024 402-07435 209.000 TON | 42.00000 8778.00| 42.00000 8778.00| HMA INTERMEDIATE, TYPE A | | | 0025 402-07450 33.000 TON | 42.00000 1386.00| 42.00000 1386.00| HMA, TYPE A, WEDGE AND LEVEL | | | 0026 405-05518 1517.000 SYS | 0.01000 15.17| 0.01000 15.17| ASPHALT FOR PRIME COAT | | | 0027 406-05521 1894.000 SYS | 0.04000 75.76| 0.04000 75.76| ASPHALT FOR TACK COAT | | | 0028 601-01846 1.000 EACH | 1630.00000 1630.00| 1630.00000 1630.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0029 601-06037 2.000 EACH | 740.00000 1480.00| 740.00000 1480.00| GUARDRAIL END TREATMENT, I | | | 0030 601-99105 337.500 LFT | 14.10000 4758.75| 14.10000 4758.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 601-99105 6.250 LFT | 125.00000 781.25| 125.00000 781.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INCLUDING TYPE 5 ANCHOR | | | 0032 601-99133 3.000 EACH | 45.00000 135.00| 45.00000 135.00| GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,191.63 ROUTE : CR 300W CALL ORDER : 430 CONTRACT ID : B -27890-A COUNTIES : ADAMS LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1817530 |( ) |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-99133 1.000 EACH | 40.00000 40.00| 40.00000 40.00| GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING , MODIFIED | | | 0034 609-06257 130.000 SYS | 46.00000 5980.00| 50.00000 6500.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0035 611-06497 1.000 EACH | 185.00000 185.00| 185.00000 185.00| MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06505 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| MONUMENT, B | | | 0037 616-02320 789.000 SYS | 3.00000 2367.00| 2.50000 1972.50| GEOTEXTILES | | | 0038 616-05688 602.000 TON | 45.00000 27090.00| 50.00000 30100.00| RIPRAP, CLASS 1 | | | 0039 616-06405 41.000 TON | 31.00000 1271.00| 20.00000 820.00| RIPRAP, REVETMENT | | | 0040 621-02770 682.000 SYS | 1.88000 1282.16| 1.88000 1282.16| EROSION CONTROL BLANKET | | | 0041 621-06559 3200.000 SYS | 0.44000 1408.00| 0.44000 1408.00| MULCHED SEEDING, R | | | 0042 621-06564 682.000 SYS | 0.64000 436.48| 0.64000 436.48| MULCHED SEEDING, CV | | | 0043 621-06567 0.002 MG | 100.00000 0.20| 500.00000 1.00| WATER | | | 0044 621-06574 222.000 SYS | 5.96000 1323.12| 5.96000 1323.12| SODDING | | | 0045 621-06575 350.000 SYS | 5.96000 2086.00| 5.96000 2086.00| SODDING, NURSERY | | | 0046 701-01849 440.000 LFT | 39.00000 17160.00| 80.00000 35200.00| PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 312 IN., 14 IN. | | | 0047 703-51032 14793.000 LBS | 0.70000 10355.10| 1.00000 14793.00| REINFORCING STEEL, EPOXY COATED | | | 0048 704-51002 75.000 CYS | 400.00000 30000.00| 580.00000 43500.00| CONCRETE, C, SUPERSTRUCTURE | | | 0049 706-91957 149.420 LFT | 52.00000 7769.84| 52.00000 7769.84| BRIDGE RAILING, THRIE BEAM | | | 0050 707-05978 1360.000 SFT | 39.00000 53040.00| 41.00000 55760.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 21 IN. X 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,191.63 ROUTE : CR 300W CALL ORDER : 430 CONTRACT ID : B -27890-A COUNTIES : ADAMS LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1058755 |( 2 ) 35-1817530 |( ) |BAKER & SCHULTZ, INC. |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 709-51821 LUMP | 1500.00000 1500.00| 2200.00000 2200.00| SURFACE SEAL | | | 0052 715-05169 258.000 LFT | 34.30000 8849.40| 26.00000 6708.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0053 715-05203 50.000 LFT | 10.95000 547.50| 7.00000 350.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0054 715-05407 70.000 LFT | 8.00000 560.00| 12.00000 840.00| PIPE, END BENT DRAIN, 6 IN. | | | 0055 715-46005 1.000 EACH | 175.00000 175.00| 200.00000 200.00| PIPE END SECTION, 15 IN. | | | 0056 720-45030 1.000 EACH | 1230.00000 1230.00| 1000.00000 1000.00| INLET, E7 | | | 0057 720-45035 1.000 EACH | 1280.00000 1280.00| 900.00000 900.00| INLET, F7 | | | 0058 801-04308 10.000 EACH | 50.00000 500.00| 150.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 4.000 EACH | 55.00000 220.00| 55.00000 220.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 4.000 EACH | 600.00000 2400.00| 150.00000 600.00| CONSTRUCTION SIGN, A | | | 0061 801-07118 96.000 LFT | 5.15000 494.40| 10.50000 1008.00| BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 6.25000 300.00| 12.00000 576.00| BARRICADE, III-B | | | 0063 808-06712 235.000 LFT | 0.33000 77.55| 0.50000 117.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0064 808-06713 1870.000 LFT | 0.33000 617.10| 0.50000 935.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0065 808-06726 12.000 LFT | 17.00000 204.00| 8.00000 96.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0066 621-01004 1.000 EACH | 550.00000 550.00| 550.00000 550.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 316,095.77| $ 352,373.77| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 316,095.77| $ 352,373.77| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-69 CALL ORDER : 440 CONTRACT ID : B -27892-A COUNTIES : STEUBEN LETTING DATE : 03/16/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/31/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 24,234,005.44 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES CONDITIONAL BID $ 26,448,857.88 109.1394% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 27,251,704.93 112.4523% 4 36-2231526 WALSH CONSTR COMPANY $ 29,593,000.00 122.1135% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,312,621.49 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28016-A COUNTIES : ST. JOSEPH LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 1,948,721.93 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 2,032,617.92 104.3052% 3 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 2,243,248.00 115.1138% ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA 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 | 1533.33000 1533.33| 15000.00000 15000.00| 28880.00000 28880.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2650.71000 21205.68| 3000.00000 24000.00| 1990.00000 15920.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 98133.33000 98133.33| 90000.00000 90000.00| 111650.00000 111650.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 1151.24000 1151.24| 2000.00000 2000.00| 9885.00000 9885.00 CLEARING RIGHT OF WAY | | | 0007 202-02278 724.000 LFT | 3.50000 2534.00| 3.15000 2280.60| 3.65000 2642.60 CURB, CONCRETE, REMOVE | | | 0008 202-51328 LUMP | 318731.11000 318731.11| 395000.00000 395000.00| 345181.47000 345181.47 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 232.000 SYS | 15.77000 3658.64| 3.63000 842.16| 4.40000 1020.80 SIDEWALK, CONCRETE, REMOVE | | | 0010 202-62420 561.000 LFT | 6.11000 3427.71| 3.71000 2081.31| 3.40000 1907.40 BRIDGE RAILING, REMOVE | | | 0011 202-96133 330.000 LFT | 6.43000 2121.90| 1.76000 580.80| 5.75000 1897.50 PIPE, REMOVE , 12 IN., DUCTILE IRON | | | 0012 202-99080 100.000 CYS | 150.33000 15033.00| 500.00000 50000.00| 50.00000 5000.00 CONCRETE, REMOVE | | | 0013 203-02000 426.000 CYS | 12.04000 5129.04| 12.43000 5295.18| 8.00000 3408.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,312,621.49 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28016-A COUNTIES : ST. JOSEPH LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02020 4100.000 CYS | 10.27000 42107.00| 9.00000 36900.00| 6.15000 25215.00 EXCAVATION, UNCLASSIFIED | | | 0015 210-07095 LUMP | 73333.33000 73333.33| 45000.00000 45000.00| 70680.00000 70680.00 TEMPORARY RETAINING WALL | | | 0016 210-07644 12.000 EACH | 165.00000 1980.00| 1.00000 12.00| 11.00000 132.00 CONDUIT DRAIN ASSEMBLIES | | | 0017 211-07454 4945.000 CYS | 18.04000 89207.80| 19.48000 96328.60| 19.75000 97663.75 STRUCTURE BACKFILL | | | 0018 301-07448 287.000 TON | 17.78000 5102.86| 20.72000 5946.64| 21.40000 6141.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 304-06464 260.000 CYS | 24.66000 6411.60| 36.49000 9487.40| 66.40000 17264.00 SUBBASE FOR PCCP | | | 0020 306-08043 307.000 SYS | 7.68000 2357.76| 2.95000 905.65| 8.00000 2456.00 MILLING, TRANSITION | | | 0021 402-07433 95.000 TON | 60.00000 5700.00| 60.00000 5700.00| 50.00000 4750.00 HMA SURFACE, TYPE B | | | 0022 402-07438 115.000 TON | 45.50000 5232.50| 45.50000 5232.50| 45.00000 5175.00 HMA INTERMEDIATE, TYPE B | | | 0023 402-07441 275.000 TON | 45.50000 12512.50| 45.50000 12512.50| 40.00000 11000.00 HMA BASE, TYPE B | | | 0024 502-06327 1555.000 SYS | 38.73000 60225.15| 42.74000 66460.70| 49.75000 77361.25 PCCP, 10 IN. | | | 0025 503-05240 758.000 LFT | 9.54000 7231.32| 11.26000 8535.08| 10.10000 7655.80 D-1 CONTRACTION JOINT | | | 0026 604-91531 232.000 SYS | 38.05000 8827.60| 28.10000 6519.20| 33.70000 7818.40 SIDEWALK, CONCRETE, 4 IN. | | | 0027 605-06105 554.000 LFT | 17.32000 9595.28| 22.50000 12465.00| 14.25000 7894.50 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0028 605-06120 220.000 LFT | 20.77000 4569.40| 22.76000 5007.20| 14.25000 3135.00 CURB, CONCRETE | | | 0029 611-05330 38.000 SYS | 97.90000 3720.20| 34.86000 1324.68| 43.35000 1647.30 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 616-05689 805.000 TON | 73.89000 59481.45| 65.93000 53073.65| 59.65000 48018.25 RIPRAP, CLASS 2 | | | 0031 616-93019 100.000 SYS | 39.99000 3999.00| 49.45000 4945.00| 38.10000 3810.00 RIPRAP, GROUTED, 18 IN. | | | 0032 621-06574 65.000 SYS | 27.55000 1790.75| 27.55000 1790.75| 27.55000 1790.75 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,312,621.49 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28016-A COUNTIES : ST. JOSEPH LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 702-03607 30.000 EACH | 337.33000 10119.90| 519.77000 15593.10| 1000.00000 30000.00 CORED HOLE IN CONCRETE | | | 0034 702-05696 23028.000 SFT | 0.69000 15889.32| 2.50000 57570.00| 5.66000 130338.48 WATERPROOFING ARCH RING | | | 0035 702-51005 102.000 CYS | 825.73000 84224.46| 702.48000 71652.96| 1500.00000 153000.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51100 2092.000 LBS | 2.14000 4476.88| 3.12000 6527.04| 4.50000 9414.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0037 702-51110 1536.000 LBS | 3.80000 5836.80| 2.63000 4039.68| 3.50000 5376.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0038 702-51863 1980.000 EACH | 6.92000 13701.60| 8.78000 17384.40| 9.90000 19602.00 FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51032 67387.000 LBS | 0.85000 57278.95| 1.08000 72777.96| 0.95000 64017.65 REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 235.000 CYS | 393.73000 92526.55| 249.08000 58533.80| 700.00000 164500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-06349 556.000 LFT | 192.99000 107302.44| 129.30000 71890.80| 140.00000 77840.00 RAILING, TX , MODIFIED | | | 0042 706-06372 1.000 EACH | 5819.89000 5819.89| 2011.46000 2011.46| 2240.00000 2240.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | , MODIFIED | | | 0043 708-51813 8000.000 SFT | 38.00000 304000.00| 38.00000 304000.00| 26.00000 208000.00 PNEUMATICALLY PLACED MORTAR | | | 0044 708-51814 8000.000 SFT | 4.00000 32000.00| 4.00000 32000.00| 4.00000 32000.00 WELDED STEEL WIRE FABRIC | | | 0045 709-51821 LUMP | 12620.00000 12620.00| 14540.00000 14540.00| 21000.00000 21000.00 SURFACE SEAL | | | 0046 714-44240 249.000 CYS | 153.86000 38311.14| 125.00000 31125.00| 276.00000 68724.00 CONCRETE, A, STRUCTURES | | | 0047 715-04608 325.000 LFT | 70.30000 22847.50| 41.89000 13614.25| 60.00000 19500.00 PIPE, INSULATION AND JACKET | | | 0048 715-05151 10.000 LFT | 21.74000 217.40| 33.92000 339.20| 100.00000 1000.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0049 720-44000 4.000 EACH | 126.27000 505.08| 383.61000 1534.44| 400.00000 1600.00 CASTING, ADJUST TO GRADE | | | 0050 720-45045 1.000 EACH | 1612.24000 1612.24| 1414.44000 1414.44| 2400.00000 2400.00 INLET, J10 | | | 0051 727-90308 2470.000 LFT | 38.00000 93860.00| 38.00000 93860.00| 31.00000 76570.00 EPOXY INJECTION, CRACK PREPARATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,312,621.49 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28016-A COUNTIES : ST. JOSEPH LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 727-90309 400.000 GAL | 70.00000 28000.00| 70.00000 28000.00| 40.00000 16000.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0053 727-93560 LUMP | 6500.00000 6500.00| 6500.00000 6500.00| 11500.00000 11500.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0054 728-98377 LUMP | 11731.00000 11731.00| 11250.00000 11250.00| 45000.00000 45000.00 MASONRY COATING | | | 0055 729-51875 2100.000 SFT | 1.54000 3234.00| 12.00000 25200.00| 8.35000 17535.00 CONCRETE, A, PATCHING | | | 0056 732-02183 2.000 EACH | 5835.00000 11670.00| 6896.47000 13792.94| 1400.00000 2800.00 WATER MAIN, PLUG AND BLOCK | | | 0057 732-03942 1.000 EACH | 1425.00000 1425.00| 3485.95000 3485.95| 1400.00000 1400.00 HYDRANT , YARD, ASSEMBLY, II | | | 0059 732-93357 1.000 EACH | 2465.00000 2465.00| 5888.69000 5888.69| 4100.00000 4100.00 FIRE HYDRANT ASSEMBLY, III | | | 0060 732-94780 1.000 EACH | 839.00000 839.00| 1813.17000 1813.17| 1400.00000 1400.00 WATER SERVICE CONNECTION | | | 0061 732-96670 460.000 LFT | 72.90000 33534.00| 65.11000 29950.60| 110.00000 50600.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0062 801-03291 4.000 EACH | 95.00000 380.00| 95.00000 380.00| 95.00000 380.00 CONSTRUCTION SIGN, D | | | 0063 801-04308 5.000 EACH | 420.00000 2100.00| 420.00000 2100.00| 420.00000 2100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0064 801-06625 20.000 EACH | 69.00000 1380.00| 69.00000 1380.00| 69.00000 1380.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0065 801-06640 9.000 EACH | 105.00000 945.00| 105.00000 945.00| 105.00000 945.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 4.000 EACH | 50.00000 200.00| 50.00000 200.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0067 801-07118 120.000 LFT | 14.00000 1680.00| 14.00000 1680.00| 14.00000 1680.00 BARRICADE, III-A | | | 0068 801-07119 48.000 LFT | 15.00000 720.00| 15.00000 720.00| 15.00000 720.00 BARRICADE, III-B | | | 0069 805-02426 860.000 LFT | 4.30000 3698.00| 6.00000 5160.00| 6.00000 5160.00 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0070 805-04982 72.000 LFT | 1.00000 72.00| 1.25000 90.00| 1.25000 90.00 CABLE , POLE CIRCUIT, THWH, NO. 10 | | | COPPER, | | | 0071 805-06592 700.000 LFT | 10.00000 7000.00| 14.00000 9800.00| 14.00000 9800.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,312,621.49 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28016-A COUNTIES : ST. JOSEPH LETTING DATE : 03/16/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1690004 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |NORTHERN INDIANA CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 805-90267 820.000 LFT | 15.00000 12300.00| 14.00000 11480.00| 14.00000 11480.00 CONDUIT, STEEL, GALVANIZED, 3 IN. | | | 0073 807-03951 8.000 EACH | 2650.00000 21200.00| 3500.00000 28000.00| 3500.00000 28000.00 LIGHT POLE, ORNAMENTAL , 10.375 FT. E.M | | | H., WITH LUMINAIRE | | | 0074 808-03002 214.000 LFT | 1.55000 331.70| 1.55000 331.70| 1.55000 331.70 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0075 808-03632 852.000 LFT | 1.55000 1320.60| 1.55000 1320.60| 1.55000 1320.60 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0076 210-07797 2.000 EACH | 8400.00000 16800.00| 3756.07000 7512.14| 7600.00000 15200.00 WATER TAP | | | SECTION TOTALS | $ 1,948,721.93| $ 2,032,617.92| $ 2,243,248.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,948,721.93| $ 2,032,617.92| $ 2,243,248.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : OTHERS SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 4,264,000.00 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 4,353,326.02 102.0949% 3 35-1374866 PRIMCO, INC. CONDITIONAL BID $ 4,512,735.74 105.8334% 4 35-1057237 R L MCCOY INC $ 4,772,426.83 111.9237% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 5,588,371.55 131.0594% ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 1353.26000 1353.26| 20000.00000 20000.00| 10100.00000 10100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 1836.33000 22035.96| 2000.00000 24000.00| 1950.00000 23400.00 FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 219000.33000 219000.33| 201000.00000 201000.00| 225636.78000 225636.78 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 12929.09000 12929.09| 5541.69000 5541.69| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 3274.000 SYS | 7.31000 23932.94| 7.36000 24096.64| 10.00000 32740.00 PAVEMENT REMOVAL | | | 0008 202-02241 7729.000 LFT | 1.75000 13525.75| 1.75000 13525.75| 2.65000 20481.85 GUARDRAIL, REMOVE | | | 0009 202-02271 10.000 EACH | 258.11000 2581.10| 120.92000 1209.20| 394.00000 3940.00 HEADWALL, REMOVE | | | 0010 202-51328 LUMP | 33687.78000 33687.78| 25000.00000 25000.00| 37395.00000 37395.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 202-51328 LUMP | 33687.78000 33687.78| 25000.00000 25000.00| 27395.00000 27395.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0012 202-51328 LUMP | 72225.48000 72225.48| 40000.00000 40000.00| 48541.68000 48541.68 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0013 202-51328 LUMP | 72225.48000 72225.48| 40000.00000 40000.00| 34875.00000 34875.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0014 202-60820 2215.000 SYS | 2.36000 5227.40| 2.87000 6357.05| 2.00000 4430.00 SURFACE MILLING, ASPHALT | | | 0015 202-91385 11.000 EACH | 172.95000 1902.45| 78.63000 864.93| 163.00000 1793.00 INLET, REMOVE | | | 0016 202-96133 890.000 LFT | 2.74000 2438.60| 1.57000 1397.30| 7.45000 6630.50 PIPE, REMOVE | | | 0017 202-99187 1020.000 LFT | 1.75000 1785.00| 1.75000 1785.00| 2.00000 2040.00 FENCE, FARM FIELD, REMOVE | | | 0018 203-07084 LUMP | 1.00000 1.00| 0.01000 0.01| 1.00000 1.00 EXCAVATION | | | 0019 203-07084 LUMP | 93000.45000 93000.45| 200000.00000 200000.00| 154871.03000 154871.03 EXCAVATION AND EMBANKMENT | | | 0020 205-06932 225.000 LFT | 8.75000 1968.75| 8.75000 1968.75| 10.50000 2362.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 149.50000 149.50 TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 3715.000 LFT | 1.45000 5386.75| 1.45000 5386.75| 1.85000 6872.75 TEMPORARY SILT FENCE | | | 0023 206-51230 2634.000 CYS | 4.57000 12037.38| 12.85000 33846.90| 35.00000 92190.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0024 207-07503 11632.000 SYS | 0.16000 1861.12| 0.01000 116.32| 1.05000 12213.60 SUBGRADE TREATMENT, TYPE E | | | 0026 210-05873 LUMP | 6000.00000 6000.00| 15000.00000 15000.00| 12250.00000 12250.00 TESTING , MATERIAL AND SAMPLING | | | 0028 211-02050 1862.000 CYS | 13.43000 25006.66| 15.00000 27930.00| 15.85000 29512.70 B BORROW | | | 0029 211-07454 331.000 CYS | 16.31000 5398.61| 15.00000 4965.00| 10.05000 3326.55 STRUCTURE BACKFILL | | | 0030 301-07448 4441.000 TON | 13.87000 61596.67| 12.00000 53292.00| 13.60000 60397.60 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 302-06464 1374.000 CYS | 23.73000 32605.02| 39.00000 53586.00| 31.00000 42594.00 SUBBASE FOR PCCP | | | 0032 302-07455 212.000 CYS | 23.42000 4965.04| 39.00000 8268.00| 39.50000 8374.00 DENSE GRADED SUBBASE | | | 0033 306-08043 4116.000 SYS | 2.37000 9754.92| 2.49000 10248.84| 2.35000 9672.60 MILLING, TRANSITION | | | 0034 402-07784 922.000 TON | 51.00000 47022.00| 51.00000 47022.00| 51.00000 47022.00 HMA SURFACE, TYPE D | | | 0035 402-07785 265.000 TON | 62.00000 16430.00| 50.00000 13250.00| 50.00000 13250.00 HMA INTERMEDIATE, TYPE D | | | 0036 402-07786 2695.000 TON | 19.70000 53091.50| 19.70000 53091.50| 19.70000 53091.50 HMA BASE, TYPE D | | | 0037 406-05521 17292.000 SYS | 0.03000 518.76| 0.03000 518.76| 0.03000 518.76 ASPHALT FOR TACK COAT | | | 0038 501-06266 LUMP | 800.00000 800.00| 0.01000 0.01| 1.00000 1.00 PROFILOGRAPH, PCCP | | | 0039 501-06727 LUMP | 300.00000 300.00| 2000.00000 2000.00| 748.00000 748.00 CORING, PCCP | | | 0040 502-06331 5075.000 SYS | 49.15000 249436.25| 40.00000 203000.00| 39.00000 197925.00 PCCP, 14 IN. | | | 0041 503-05240 1854.000 LFT | 5.62000 10419.48| 9.00000 16686.00| 9.60000 17798.40 D-1 CONTRACTION JOINT | | | 0042 503-05310 375.000 LFT | 137.16000 51435.00| 96.16000 36060.00| 90.00000 33750.00 TERMINAL JOINT | | | 0043 507-07505 96.000 EACH | 10.01000 960.96| 16.74000 1607.04| 13.00000 1248.00 RETROFIT LOAD TRANSFER | | | 0044 601-01522 15.000 EACH | 1350.00000 20250.00| 1350.00000 20250.00| 1400.00000 21000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-02436 1.000 EACH | 3300.00000 3300.00| 3300.00000 3300.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, MS, TEMPORARY | | | BRIDGE APPROACHES | | | 0046 601-04746 1.000 EACH | 5200.00000 5200.00| 5200.00000 5200.00| 5300.00000 5300.00 ENERGY ABSORBING TERMINAL, CZ | | | 0047 601-05999 5.000 EACH | 38.00000 190.00| 38.00000 190.00| 40.00000 200.00 CURVED TERMINAL END | | | 0048 601-94689 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 4.000 EACH | 3380.00000 13520.00| 3380.00000 13520.00| 3400.00000 13600.00 GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 601-99105 7932.000 LFT | 12.75000 101133.00| 12.75000 101133.00| 13.00000 103116.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0052 601-99108 1925.000 LFT | 17.50000 33687.50| 17.50000 33687.50| 21.00000 40425.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0053 602-06639 960.000 LFT | 18.37000 17635.20| 14.00000 13440.00| 16.40000 15744.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0054 602-06646 7290.000 LFT | 14.74000 107454.60| 12.00000 87480.00| 15.30000 111537.00 TEMPORARY CONCRETE BARRIER | | | 0055 602-06729 28.000 EACH | 8.00000 224.00| 5.59000 156.52| 6.40000 179.20 BARRIER DELINEATOR | | | 0056 603-01891 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00| 300.00000 1200.00 FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 12 FT. | | | 0057 603-06040 1020.000 LFT | 8.00000 8160.00| 8.00000 8160.00| 8.00000 8160.00 FENCE, FARM FIELD, 47 IN. | | | 0058 603-92636 80.000 LFT | 15.00000 1200.00| 15.00000 1200.00| 15.00000 1200.00 FENCE, CHAIN LINK, 72 IN. | | | 0059 605-06095 1355.000 LFT | 17.47000 23671.85| 14.44000 19566.20| 8.00000 10840.00 CURB, INTEGRAL, B, CONCRETE | | | 0060 605-06145 1610.000 LFT | 21.86000 35194.60| 15.26000 24568.60| 12.00000 19320.00 CURB AND GUTTER, B, CONCRETE | | | 0061 606-07484 9025.000 LFT | 0.40000 3610.00| 0.40000 3610.00| 0.40000 3610.00 MILLED HMA SHOULDER CORRUGATIONS | | | 0062 606-07485 1920.000 LFT | 1.50000 2880.00| 1.50000 2880.00| 1.05000 2016.00 MILLED PCCP SHOULDER CORRUGATIONS | | | 0063 609-06263 1257.000 SYS | 54.60000 68632.20| 48.26000 60662.82| 65.00000 81705.00 REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0064 611-52817 2.000 EACH | 147372.80000 294745.60| 103000.00000 206000.00| 112000.00000 224000.00 TEMPORARY CROSSOVER, B | | | 0065 615-06336 3.000 EACH | 1750.00000 5250.00| 1166.67000 3500.01| 1000.00000 3000.00 MONUMENT GPS REFERENCE POINT | | | 0066 615-06510 4.000 EACH | 375.23000 1500.92| 174.19000 696.76| 250.00000 1000.00 MONUMENT, C | | | 0067 615-06530 4.000 EACH | 375.23000 1500.92| 235.02000 940.08| 650.00000 2600.00 POST, BENCHMARK | | | 0068 616-02320 616.000 SYS | 2.29000 1410.64| 1.98000 1219.68| 2.00000 1232.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 616-06451 484.000 TON | 25.72000 12448.48| 35.00000 16940.00| 29.45000 14253.80 RIPRAP, UNIFORM | | | 0070 616-51367 2475.000 SYS | 43.58000 107860.50| 39.28000 97218.00| 45.00000 111375.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0071 621-01004 4.000 EACH | 475.00000 1900.00| 475.00000 1900.00| 475.00000 1900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0072 621-06560 43200.000 SYS | 0.36000 15552.00| 0.36000 15552.00| 0.36000 15552.00 MULCHED SEEDING, U | | | 0073 621-06574 8250.000 SYS | 2.88000 23760.00| 2.88000 23760.00| 2.88000 23760.00 SODDING | | | 0074 622-52436 8.000 EACH | 25.00000 200.00| 25.00000 200.00| 25.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0075 701-98647 8280.000 LFT | 16.33000 135212.40| 25.00000 207000.00| 31.00000 256680.00 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 203 IN., 14 IN. | | | 0076 702-51005 1040.000 CYS | 407.37000 423664.80| 325.00000 338000.00| 400.00000 416000.00 CONCRETE, A, SUBSTRUCTURE | | | 0077 702-51015 313.000 CYS | 243.33000 76162.29| 225.00000 70425.00| 275.00000 86075.00 CONCRETE, B, FOOTINGS | | | 0078 702-51863 1928.000 EACH | 8.69000 16754.32| 6.30000 12146.40| 7.30000 14074.40 FIELD DRILLED HOLE IN CONCRETE | | | 0079 703-51030 119650.000 LBS | 0.57000 68200.50| 0.73000 87344.50| 0.61000 72986.50 REINFORCING STEEL | | | 0080 703-51032 293921.000 LBS | 0.62000 182231.02| 0.78000 229258.38| 0.66000 193987.86 REINFORCING STEEL, EPOXY COATED | | | 0081 704-51006 791.000 CYS | 393.55000 311298.05| 359.00000 283969.00| 375.00000 296625.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0082 706-05734 16.000 EACH | 1501.75000 24028.00| 1252.30000 20036.80| 1000.00000 16000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0083 706-51020 136.000 CYS | 515.36000 70088.96| 412.42000 56089.12| 515.00000 70040.00 CONCRETE, C, RAILING | | | 0084 709-51821 LUMP | 5027.02000 5027.02| 5000.00000 5000.00| 8728.04000 8728.04 SURFACE SEAL , STR. NO. 1 | | | 0085 709-51821 LUMP | 4680.19000 4680.19| 5000.00000 5000.00| 9173.77000 9173.77 SURFACE SEAL , STR. NO. 2 | | | 0086 709-51821 LUMP | 6088.23000 6088.23| 10000.00000 10000.00| 10448.95000 10448.95 SURFACE SEAL , STR. NO. 3 | | | 0087 709-51821 LUMP | 6088.23000 6088.23| 10000.00000 10000.00| 10448.95000 10448.95 SURFACE SEAL , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 710-51870 80.000 SFT | 95.00000 7600.00| 95.00000 7600.00| 71.00000 5680.00 REPOINTING MASONRY IN STRUCTURES | | | 0089 711-51038 LUMP | 85379.17000 85379.17| 135000.00000 135000.00| 81560.50000 81560.50 STRUCTURAL STEEL , STR. NO. 1 | | | 0090 711-51038 LUMP | 85379.17000 85379.17| 135000.00000 135000.00| 81560.50000 81560.50 STRUCTURAL STEEL , STR. NO. 2 | | | 0091 711-51038 LUMP | 91883.17000 91883.17| 140000.00000 140000.00| 142613.12000 142613.12 STRUCTURAL STEEL , STR. NO. 3 | | | 0092 711-51038 LUMP | 91883.49000 91883.49| 140000.00000 140000.00| 142613.12000 142613.12 STRUCTURAL STEEL , STR. NO. 4 | | | 0093 715-01662 202.000 LFT | 9.80000 1979.60| 8.00000 1616.00| 5.00000 1010.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0094 715-05149 906.000 LFT | 19.53000 17694.18| 22.23000 20140.38| 21.00000 19026.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0095 715-05151 420.000 LFT | 20.38000 8559.60| 25.59000 10747.80| 24.00000 10080.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0096 715-05152 200.000 LFT | 19.06000 3812.00| 32.58000 6516.00| 33.00000 6600.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0097 715-05422 630.000 LFT | 58.29000 36722.70| 63.48000 39992.40| 73.00000 45990.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0098 715-05428 120.000 LFT | 63.93000 7671.60| 63.48000 7617.60| 97.00000 11640.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | MODIFIED | | | 0099 715-46000 11.000 EACH | 523.05000 5753.55| 214.61000 2360.71| 202.00000 2222.00 PIPE END SECTION, 12 IN. | | | 0100 715-46010 2.000 EACH | 553.05000 1106.10| 326.08000 652.16| 235.00000 470.00 PIPE END SECTION, 18 IN. | | | 0101 715-46020 1.000 EACH | 588.06000 588.06| 442.57000 442.57| 317.00000 317.00 PIPE END SECTION, 24 IN. | | | 0102 715-97686 1.000 EACH | 5518.15000 5518.15| 5444.42000 5444.42| 5435.00000 5435.00 GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0103 720-04467 3.000 EACH | 1374.78000 4124.34| 1569.86000 4709.58| 1797.00000 5391.00 INLET, C5 | | | 0104 720-45030 1.000 EACH | 1075.78000 1075.78| 986.76000 986.76| 1378.00000 1378.00 INLET, E7 | | | 0105 720-45125 15.000 EACH | 1208.78000 18131.70| 1270.22000 19053.30| 1622.00000 24330.00 INLET, D6, MODIFIED | | | 0106 720-45135 1.000 EACH | 997.78000 997.78| 986.76000 986.76| 1378.00000 1378.00 INLET, F7, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 720-45375 6.000 EACH | 1513.94000 9083.64| 783.23000 4699.38| 1519.00000 9114.00 PIPE CATCH BASIN, 24 IN., MODIFIED | | | 0108 724-51925 420.000 LFT | 130.78000 54927.60| 88.07000 36989.40| 100.00000 42000.00 STRUCTURAL EXPANSION JOINT, SS | | | 0109 726-96481 84.000 EACH | 531.00000 44604.00| 622.60000 52298.40| 466.00000 39144.00 BEARING ASSEMBLY, EXPANSION | | | 0110 726-96576 28.000 EACH | 473.00000 13244.00| 640.88000 17944.64| 445.00000 12460.00 BEARING ASSEMBLY, FIXED | | | 0111 728-98377 LUMP | 5300.00000 5300.00| 6500.00000 6500.00| 3999.36000 3999.36 MASONRY COATING , STR. NO. 1 | | | 0112 728-98377 LUMP | 5300.00000 5300.00| 5680.00000 5680.00| 3494.88000 3494.88 MASONRY COATING , STR. NO. 2 | | | 0113 728-98377 LUMP | 5500.00000 5500.00| 8322.00000 8322.00| 5121.12000 5121.12 MASONRY COATING , STR. NO. 3 | | | 0114 728-98377 LUMP | 5500.00000 5500.00| 8322.00000 8322.00| 5121.12000 5121.12 MASONRY COATING , STR. NO. 4 | | | 0115 801-01093 8.000 EACH | 550.00000 4400.00| 550.00000 4400.00| 600.00000 4800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0116 801-04308 4.000 EACH | 219.00000 876.00| 219.00000 876.00| 225.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0117 801-06198 280.000 DAY | 112.33000 31452.40| 200.00000 56000.00| 100.00000 28000.00 PATROLLER | | | 0118 801-06207 19200.000 LFT | 0.80000 15360.00| 0.80000 15360.00| 0.84000 16128.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0119 801-06207 19200.000 LFT | 0.80000 15360.00| 0.80000 15360.00| 0.84000 16128.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. (YELLOW) | | | 0120 801-06469 6865.000 LFT | 1.52000 10434.80| 1.52000 10434.80| 1.55000 10640.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. (YELLOW) | | | 0121 801-06625 24.000 EACH | 69.00000 1656.00| 69.00000 1656.00| 76.00000 1824.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0122 801-06640 109.000 EACH | 99.00000 10791.00| 99.00000 10791.00| 98.00000 10682.00 CONSTRUCTION SIGN, A | | | 0123 801-06645 25.000 EACH | 25.00000 625.00| 25.00000 625.00| 35.00000 875.00 CONSTRUCTION SIGN, B | | | 0124 801-06710 1150.000 DAY | 11.00000 12650.00| 11.00000 12650.00| 11.00000 12650.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 801-06775 LUMP | 28006.16000 28006.16| 22000.00000 22000.00| 34090.00000 34090.00 MAINTAINING TRAFFIC | | | 0126 801-07118 240.000 LFT | 8.50000 2040.00| 8.50000 2040.00| 9.00000 2160.00 BARRICADE, III-A | | | 0127 801-07119 144.000 LFT | 9.00000 1296.00| 9.00000 1296.00| 11.00000 1584.00 BARRICADE, III-B | | | 0128 802-05701 56.000 LFT | 8.00000 448.00| 8.00000 448.00| 10.00000 560.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0129 802-76035 24.000 SFT | 14.90000 357.60| 14.90000 357.60| 12.00000 288.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0130 804-06771 102.000 EACH | 19.50000 1989.00| 19.50000 1989.00| 19.00000 1938.00 DELINEATOR POST, FLEXIBLE | | | 0131 805-01842 4.000 EACH | 865.00000 3460.00| 600.00000 2400.00| 600.00000 2400.00 HANDHOLE, SIGNAL | | | 0132 805-06592 870.000 LFT | 7.40000 6438.00| 11.00000 9570.00| 8.00000 6960.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0133 807-02428 6.000 EACH | 650.00000 3900.00| 620.00000 3720.00| 700.00000 4200.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0134 807-02603 6.000 EACH | 420.00000 2520.00| 325.00000 1950.00| 400.00000 2400.00 LIGHT STANDARD, RELOCATE | | | 0135 807-07580 1260.000 LFT | 4.25000 5355.00| 5.00000 6300.00| 4.50000 5670.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0136 808-06694 2420.000 LFT | 0.12000 290.40| 0.12000 290.40| 0.12000 290.40 LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0137 808-06713 800.000 LFT | 0.21000 168.00| 0.21000 168.00| 0.25000 200.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0138 808-06714 800.000 LFT | 0.21000 168.00| 0.21000 168.00| 0.25000 200.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0139 808-06716 1600.000 LFT | 0.50000 800.00| 0.50000 800.00| 0.55000 880.00 LINE, REMOVE | | | 0140 808-75002 1178.000 LFT | 0.12000 141.36| 0.12000 141.36| 0.12000 141.36 LINE, PAINT, BROKEN, WHITE, 6 IN. | | | 0141 808-75007 17712.000 LFT | 0.12000 2125.44| 0.12000 2125.44| 0.11000 1948.32 LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0142 808-75008 1130.000 LFT | 0.12000 135.60| 0.12000 135.60| 0.15000 169.50 LINE, PAINT, SOLID, WHITE, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1582109 |( 3 ) 35-1374866 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0143 808-75047 15216.000 LFT | 0.12000 1825.92| 0.12000 1825.92| 0.12000 1825.92 LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0144 808-75078 12380.000 LFT | 0.02000 247.60| 0.02000 247.60| 0.80000 9904.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0145 808-75996 79.000 EACH | 13.90000 1098.10| 7.87000 621.73| 10.00000 790.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0146 808-75998 65.000 EACH | 40.50000 2632.50| 40.50000 2632.50| 45.00000 2925.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0147 801-01295 80.000 EACH | 250.00000 20000.00| 250.00000 20000.00| 285.00000 22800.00 BARRELS FOR CROSSOVER , PROVIDE NEW AND | | | INSTALL | | | SECTION TOTALS | $ 4,264,000.00| $ 4,353,326.02| $ 4,512,735.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,264,000.00| $ 4,353,326.02| $ 4,512,735.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057237 |( 5 ) 35-1618530 |( ) |R L MCCOY INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK REPLACEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 60000.00000 60000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 1250.00000 15000.00| 1800.00000 21600.00| FIELD OFFICE, C | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 238800.00000 238800.00| 270000.00000 270000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 8400.00000 8400.00| 50000.00000 50000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 3274.000 SYS | 8.50000 27829.00| 10.00000 32740.00| PAVEMENT REMOVAL | | | 0008 202-02241 7729.000 LFT | 2.70000 20868.30| 1.75000 13525.75| GUARDRAIL, REMOVE | | | 0009 202-02271 10.000 EACH | 350.00000 3500.00| 200.00000 2000.00| HEADWALL, REMOVE | | | 0010 202-51328 LUMP | 50000.00000 50000.00| 64000.00000 64000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0011 202-51328 LUMP | 25000.00000 25000.00| 64000.00000 64000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0012 202-51328 LUMP | 75000.00000 75000.00| 70000.00000 70000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0013 202-51328 LUMP | 50000.00000 50000.00| 70000.00000 70000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0014 202-60820 2215.000 SYS | 0.01000 22.15| 4.00000 8860.00| SURFACE MILLING, ASPHALT | | | 0015 202-91385 11.000 EACH | 425.00000 4675.00| 325.00000 3575.00| INLET, REMOVE | | | 0016 202-96133 890.000 LFT | 19.15000 17043.50| 10.00000 8900.00| PIPE, REMOVE | | | 0017 202-99187 1020.000 LFT | 2.00000 2040.00| 1.75000 1785.00| FENCE, FARM FIELD, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057237 |( 5 ) 35-1618530 |( ) |R L MCCOY INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 203-07084 LUMP | 1.00000 1.00| 40000.00000 40000.00| EXCAVATION | | | 0019 203-07084 LUMP | 275000.00000 275000.00| 260000.00000 260000.00| EXCAVATION AND EMBANKMENT | | | 0020 205-06932 225.000 LFT | 8.75000 1968.75| 8.75000 1968.75| TEMPORARY CHECK DAM, STRAW BALES | | | 0021 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| TEMPORARY DITCH INLET PROTECTION | | | 0022 205-06937 3715.000 LFT | 1.45000 5386.75| 1.45000 5386.75| TEMPORARY SILT FENCE | | | 0023 206-51230 2634.000 CYS | 5.00000 13170.00| 12.00000 31608.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0024 207-07503 11632.000 SYS | 1.90000 22100.80| 4.00000 46528.00| SUBGRADE TREATMENT, TYPE E | | | 0026 210-05873 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| TESTING , MATERIAL AND SAMPLING | | | 0028 211-02050 1862.000 CYS | 17.95000 33422.90| 25.00000 46550.00| B BORROW | | | 0029 211-07454 331.000 CYS | 19.50000 6454.50| 25.00000 8275.00| STRUCTURE BACKFILL | | | 0030 301-07448 4441.000 TON | 21.85000 97035.85| 18.00000 79938.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 302-06464 1374.000 CYS | 46.25000 63547.50| 38.00000 52212.00| SUBBASE FOR PCCP | | | 0032 302-07455 212.000 CYS | 46.25000 9805.00| 50.00000 10600.00| DENSE GRADED SUBBASE | | | 0033 306-08043 4116.000 SYS | 3.00000 12348.00| 4.00000 16464.00| MILLING, TRANSITION | | | 0034 402-07784 922.000 TON | 51.00000 47022.00| 51.00000 47022.00| HMA SURFACE, TYPE D | | | 0035 402-07785 265.000 TON | 50.00000 13250.00| 50.00000 13250.00| HMA INTERMEDIATE, TYPE D | | | 0036 402-07786 2695.000 TON | 19.70000 53091.50| 19.70000 53091.50| HMA BASE, TYPE D | | | 0037 406-05521 17292.000 SYS | 0.03000 518.76| 0.05000 864.60| ASPHALT FOR TACK COAT | | | 0038 501-06266 LUMP | 2500.00000 2500.00| 2500.00000 2500.00| PROFILOGRAPH, PCCP | | | 0039 501-06727 LUMP | 2400.00000 2400.00| 500.00000 500.00| CORING, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057237 |( 5 ) 35-1618530 |( ) |R L MCCOY INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 502-06331 5075.000 SYS | 45.00000 228375.00| 40.00000 203000.00| PCCP, 14 IN. | | | 0041 503-05240 1854.000 LFT | 9.00000 16686.00| 10.00000 18540.00| D-1 CONTRACTION JOINT | | | 0042 503-05310 375.000 LFT | 100.00000 37500.00| 115.00000 43125.00| TERMINAL JOINT | | | 0043 507-07505 96.000 EACH | 75.00000 7200.00| 25.00000 2400.00| RETROFIT LOAD TRANSFER | | | 0044 601-01522 15.000 EACH | 1400.00000 21000.00| 1350.00000 20250.00| GUARDRAIL TRANSITION TYPE TGB | | | 0045 601-02436 1.000 EACH | 2200.00000 2200.00| 3300.00000 3300.00| GUARDRAIL END TREATMENT, MS, TEMPORARY | | | BRIDGE APPROACHES | | | 0046 601-04746 1.000 EACH | 5300.00000 5300.00| 5200.00000 5200.00| ENERGY ABSORBING TERMINAL, CZ | | | 0047 601-05999 5.000 EACH | 40.00000 200.00| 38.00000 190.00| CURVED TERMINAL END | | | 0048 601-94689 2.000 EACH | 2500.00000 5000.00| 2200.00000 4400.00| GUARDRAIL END TREATMENT, OS | | | 0049 601-94690 4.000 EACH | 3400.00000 13600.00| 3380.00000 13520.00| GUARDRAIL END TREATMENT, MS | | | 0051 601-99105 7932.000 LFT | 13.00000 103116.00| 12.75000 101133.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0052 601-99108 1925.000 LFT | 21.00000 40425.00| 17.50000 33687.50| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0053 602-06639 960.000 LFT | 24.00000 23040.00| 32.00000 30720.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0054 602-06646 7290.000 LFT | 22.00000 160380.00| 31.00000 225990.00| TEMPORARY CONCRETE BARRIER | | | 0055 602-06729 28.000 EACH | 8.00000 224.00| 8.00000 224.00| BARRIER DELINEATOR | | | 0056 603-01891 4.000 EACH | 300.00000 1200.00| 250.00000 1000.00| FENCE GATE, CHAIN LINK, SECURITY, 72 IN | | | X 12 FT. | | | 0057 603-06040 1020.000 LFT | 8.00000 8160.00| 8.00000 8160.00| FENCE, FARM FIELD, 47 IN. | | | 0058 603-92636 80.000 LFT | 15.00000 1200.00| 15.00000 1200.00| FENCE, CHAIN LINK, 72 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057237 |( 5 ) 35-1618530 |( ) |R L MCCOY INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 605-06095 1355.000 LFT | 10.00000 13550.00| 17.00000 23035.00| CURB, INTEGRAL, B, CONCRETE | | | 0060 605-06145 1610.000 LFT | 13.00000 20930.00| 20.00000 32200.00| CURB AND GUTTER, B, CONCRETE | | | 0061 606-07484 9025.000 LFT | 0.22000 1985.50| 0.40000 3610.00| MILLED HMA SHOULDER CORRUGATIONS | | | 0062 606-07485 1920.000 LFT | 1.70000 3264.00| 1.50000 2880.00| MILLED PCCP SHOULDER CORRUGATIONS | | | 0063 609-06263 1257.000 SYS | 69.00000 86733.00| 75.00000 94275.00| REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0064 611-52817 2.000 EACH | 150000.00000 300000.00| 95000.00000 190000.00| TEMPORARY CROSSOVER, B | | | 0065 615-06336 3.000 EACH | 1500.00000 4500.00| 500.00000 1500.00| MONUMENT GPS REFERENCE POINT | | | 0066 615-06510 4.000 EACH | 250.00000 1000.00| 250.00000 1000.00| MONUMENT, C | | | 0067 615-06530 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| POST, BENCHMARK | | | 0068 616-02320 616.000 SYS | 2.20000 1355.20| 3.00000 1848.00| GEOTEXTILES | | | 0069 616-06451 484.000 TON | 36.90000 17859.60| 35.00000 16940.00| RIPRAP, UNIFORM | | | 0070 616-51367 2475.000 SYS | 44.00000 108900.00| 50.00000 123750.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0071 621-01004 4.000 EACH | 475.00000 1900.00| 475.00000 1900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0072 621-06560 43200.000 SYS | 0.36000 15552.00| 0.40000 17280.00| MULCHED SEEDING, U | | | 0073 621-06574 8250.000 SYS | 2.88000 23760.00| 3.00000 24750.00| SODDING | | | 0074 622-52436 8.000 EACH | 25.00000 200.00| 25.00000 200.00| SIGN, DO NOT MOW OR SPRAY | | | 0075 701-98647 8280.000 LFT | 24.00000 198720.00| 40.00000 331200.00| PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 203 IN., 14 IN. | | | 0076 702-51005 1040.000 CYS | 350.00000 364000.00| 375.00000 390000.00| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057237 |( 5 ) 35-1618530 |( ) |R L MCCOY INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 702-51015 313.000 CYS | 250.00000 78250.00| 225.00000 70425.00| CONCRETE, B, FOOTINGS | | | 0078 702-51863 1928.000 EACH | 9.00000 17352.00| 7.00000 13496.00| FIELD DRILLED HOLE IN CONCRETE | | | 0079 703-51030 119650.000 LBS | 0.60000 71790.00| 0.75000 89737.50| REINFORCING STEEL | | | 0080 703-51032 293921.000 LBS | 0.65000 191048.65| 0.80000 235136.80| REINFORCING STEEL, EPOXY COATED | | | 0081 704-51006 791.000 CYS | 375.00000 296625.00| 400.00000 316400.00| CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0082 706-05734 16.000 EACH | 1400.00000 22400.00| 2000.00000 32000.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0083 706-51020 136.000 CYS | 375.00000 51000.00| 450.00000 61200.00| CONCRETE, C, RAILING | | | 0084 709-51821 LUMP | 4300.00000 4300.00| 7000.00000 7000.00| SURFACE SEAL , STR. NO. 1 | | | 0085 709-51821 LUMP | 4700.00000 4700.00| 7300.00000 7300.00| SURFACE SEAL , STR. NO. 2 | | | 0086 709-51821 LUMP | 5000.00000 5000.00| 8300.00000 8300.00| SURFACE SEAL , STR. NO. 3 | | | 0087 709-51821 LUMP | 5000.00000 5000.00| 8300.00000 8300.00| SURFACE SEAL , STR. NO. 4 | | | 0088 710-51870 80.000 SFT | 50.00000 4000.00| 95.00000 7600.00| REPOINTING MASONRY IN STRUCTURES | | | 0089 711-51038 LUMP | 100000.00000 100000.00| 120000.00000 120000.00| STRUCTURAL STEEL , STR. NO. 1 | | | 0090 711-51038 LUMP | 100000.00000 100000.00| 120000.00000 120000.00| STRUCTURAL STEEL , STR. NO. 2 | | | 0091 711-51038 LUMP | 145000.00000 145000.00| 190000.00000 190000.00| STRUCTURAL STEEL , STR. NO. 3 | | | 0092 711-51038 LUMP | 145000.00000 145000.00| 190000.00000 190000.00| STRUCTURAL STEEL , STR. NO. 4 | | | 0093 715-01662 202.000 LFT | 12.00000 2424.00| 20.00000 4040.00| PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0094 715-05149 906.000 LFT | 28.95000 26228.70| 25.00000 22650.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0095 715-05151 420.000 LFT | 32.30000 13566.00| 28.00000 11760.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0096 715-05152 200.000 LFT | 36.95000 7390.00| 34.00000 6800.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057237 |( 5 ) 35-1618530 |( ) |R L MCCOY INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 715-05422 630.000 LFT | 95.30000 60039.00| 80.00000 50400.00| PIPE, SLOTTED DRAIN, 12 IN. | | | 0098 715-05428 120.000 LFT | 121.00000 14520.00| 90.00000 10800.00| PIPE, SLOTTED VANE DRAIN, 12 IN. | | | MODIFIED | | | 0099 715-46000 11.000 EACH | 265.00000 2915.00| 500.00000 5500.00| PIPE END SECTION, 12 IN. | | | 0100 715-46010 2.000 EACH | 310.00000 620.00| 550.00000 1100.00| PIPE END SECTION, 18 IN. | | | 0101 715-46020 1.000 EACH | 360.00000 360.00| 600.00000 600.00| PIPE END SECTION, 24 IN. | | | 0102 715-97686 1.000 EACH | 6625.00000 6625.00| 7000.00000 7000.00| GRATED BOX END SECTION, II, 10:1, 15 IN | | | 0103 720-04467 3.000 EACH | 2575.00000 7725.00| 2100.00000 6300.00| INLET, C5 | | | 0104 720-45030 1.000 EACH | 1985.00000 1985.00| 1500.00000 1500.00| INLET, E7 | | | 0105 720-45125 15.000 EACH | 2320.00000 34800.00| 2000.00000 30000.00| INLET, D6, MODIFIED | | | 0106 720-45135 1.000 EACH | 1990.00000 1990.00| 1500.00000 1500.00| INLET, F7, MODIFIED | | | 0107 720-45375 6.000 EACH | 2080.00000 12480.00| 1500.00000 9000.00| PIPE CATCH BASIN, 24 IN., MODIFIED | | | 0108 724-51925 420.000 LFT | 90.00000 37800.00| 110.00000 46200.00| STRUCTURAL EXPANSION JOINT, SS | | | 0109 726-96481 84.000 EACH | 400.00000 33600.00| 800.00000 67200.00| BEARING ASSEMBLY, EXPANSION | | | 0110 726-96576 28.000 EACH | 375.00000 10500.00| 800.00000 22400.00| BEARING ASSEMBLY, FIXED | | | 0111 728-98377 LUMP | 4166.00000 4166.00| 7100.00000 7100.00| MASONRY COATING , STR. NO. 1 | | | 0112 728-98377 LUMP | 3640.50000 3640.50| 6400.00000 6400.00| MASONRY COATING , STR. NO. 2 | | | 0113 728-98377 LUMP | 5335.00000 5335.00| 9000.00000 9000.00| MASONRY COATING , STR. NO. 3 | | | 0114 728-98377 LUMP | 5335.00000 5335.00| 9000.00000 9000.00| MASONRY COATING , STR. NO. 4 | | | 0115 801-01093 8.000 EACH | 550.00000 4400.00| 600.00000 4800.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057237 |( 5 ) 35-1618530 |( ) |R L MCCOY INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 801-04308 4.000 EACH | 219.00000 876.00| 250.00000 1000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0117 801-06198 280.000 DAY | 100.00000 28000.00| 500.00000 140000.00| PATROLLER | | | 0118 801-06207 19200.000 LFT | 0.80000 15360.00| 0.85000 16320.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0119 801-06207 19200.000 LFT | 0.80000 15360.00| 0.85000 16320.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. (YELLOW) | | | 0120 801-06469 6865.000 LFT | 1.52000 10434.80| 1.60000 10984.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. (YELLOW) | | | 0121 801-06625 24.000 EACH | 69.00000 1656.00| 80.00000 1920.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0122 801-06640 109.000 EACH | 99.00000 10791.00| 100.00000 10900.00| CONSTRUCTION SIGN, A | | | 0123 801-06645 25.000 EACH | 25.00000 625.00| 35.00000 875.00| CONSTRUCTION SIGN, B | | | 0124 801-06710 1150.000 DAY | 11.00000 12650.00| 11.00000 12650.00| FLASHING ARROW SIGN | | | 0125 801-06775 LUMP | 18000.00000 18000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0126 801-07118 240.000 LFT | 8.50000 2040.00| 9.00000 2160.00| BARRICADE, III-A | | | 0127 801-07119 144.000 LFT | 9.00000 1296.00| 11.00000 1584.00| BARRICADE, III-B | | | 0128 802-05701 56.000 LFT | 12.00000 672.00| 12.00000 672.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0129 802-76035 24.000 SFT | 10.20000 244.80| 10.25000 246.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0130 804-06771 102.000 EACH | 19.00000 1938.00| 26.00000 2652.00| DELINEATOR POST, FLEXIBLE | | | 0131 805-01842 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| HANDHOLE, SIGNAL | | | 0132 805-06592 870.000 LFT | 11.00000 9570.00| 11.00000 9570.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/28/05 PAGE : 460 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,856,933.56 ROUTE : 90 CALL ORDER : 460 CONTRACT ID : BT-27455-A COUNTIES : ELKHART LETTING DATE : 03/16/05 10:00 AM DISTRICT : TOLL ROAD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1057237 |( 5 ) 35-1618530 |( ) |R L MCCOY INC |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0133 807-02428 6.000 EACH | 620.00000 3720.00| 620.00000 3720.00| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0134 807-02603 6.000 EACH | 325.00000 1950.00| 325.00000 1950.00| LIGHT STANDARD, RELOCATE | | | 0135 807-07580 1260.000 LFT | 5.00000 6300.00| 5.00000 6300.00| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0136 808-06694 2420.000 LFT | 0.12000 290.40| 0.15000 363.00| LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0137 808-06713 800.000 LFT | 0.21000 168.00| 0.30000 240.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0138 808-06714 800.000 LFT | 0.21000 168.00| 0.30000 240.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0139 808-06716 1600.000 LFT | 0.50000 800.00| 0.60000 960.00| LINE, REMOVE | | | 0140 808-75002 1178.000 LFT | 0.12000 141.36| 0.15000 176.70| LINE, PAINT, BROKEN, WHITE, 6 IN. | | | 0141 808-75007 17712.000 LFT | 0.12000 2125.44| 0.15000 2656.80| LINE, PAINT, SOLID, WHITE, 6 IN. | | | 0142 808-75008 1130.000 LFT | 0.12000 135.60| 0.15000 169.50| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0143 808-75047 15216.000 LFT | 0.12000 1825.92| 0.15000 2282.40| LINE, PAINT, SOLID, YELLOW, 6 IN. | | | 0144 808-75078 12380.000 LFT | 0.02000 247.60| 0.80000 9904.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0145 808-75996 79.000 EACH | 20.00000 1580.00| 8.00000 632.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0146 808-75998 65.000 EACH | 40.50000 2632.50| 45.00000 2925.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0147 801-01295 80.000 EACH | 285.00000 22800.00| 250.00000 20000.00| BARRELS FOR CROSSOVER , PROVIDE NEW AND | | | INSTALL | | | SECTION TOTALS | $ 4,772,426.83| $ 5,588,371.55| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,772,426.83| $ 5,588,371.55| $ ====================================================================================================================================