INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,261.55 ROUTE : CR 200W CALL ORDER : 301 CONTRACT ID : B -24970-A COUNTIES : BENTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9904017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 406,212.21 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 436,317.74 107.4112% 3 35-1212938 ATLAS EXCAVATING, INC. $ 467,675.71 115.1308% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1400.00000 8400.00| 1800.00000 10800.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 8300.00000 8300.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 28000.00000 28000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-74045 2.000 EACH| 100.00000 200.00| 75.00000 150.00| 250.00000 500.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0007 203-02000 810.000 m3 | 9.16000 7419.60| 12.00000 9720.00| 19.00000 15390.00 EXCAVATION, COMMON | | | 0008 203-02040 50.000 m3 | 35.00000 1750.00| 75.00000 3750.00| 49.00000 2450.00 EXCAVATION, Y | | | 0009 203-51223 614.000 m3 | 9.15000 5618.10| 16.00000 9824.00| 19.00000 11666.00 EXCAVATION, WATERWAY | | | 0010 205-02224 90.000 m | 10.34000 930.60| 7.00000 630.00| 5.70000 513.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02231 66.800 m | 78.69000 5256.49| 35.00000 2338.00| 65.00000 4342.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0012 205-02234 4.000 EACH| 67.00000 268.00| 200.00000 800.00| 125.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51230 322.900 m3 | 26.14000 8440.61| 15.00000 4843.50| 1.00000 322.90 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,261.55 ROUTE : CR 200W CALL ORDER : 301 CONTRACT ID : B -24970-A COUNTIES : BENTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51235 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 48000.00000 48000.00 COFFERDAM | | | 0015 213-52830 13.000 m3 | 183.00000 2379.00| 275.00000 3575.00| 160.00000 2080.00 FLOWABLE MORTAR | | | 0016 303-52308 980.000 Mg | 17.00000 16660.00| 15.00000 14700.00| 15.00000 14700.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 302.000 Mg | 70.00000 21140.00| 70.00000 21140.00| 49.00000 14798.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05477 136.000 Mg | 67.00000 9112.00| 79.00000 10744.00| 62.00000 8432.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05518 1854.000 m2 | 0.50000 927.00| 0.75000 1390.50| 0.50000 927.00 ASPHALT FOR PRIME COAT | | | 0021 601-01839 2.000 EACH| 1842.00000 3684.00| 1900.00000 3800.00| 1750.00000 3500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0022 601-01846 2.000 EACH| 1842.00000 3684.00| 1900.00000 3800.00| 1750.00000 3500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-06374 4.000 EACH| 960.00000 3840.00| 715.00000 2860.00| 950.00000 3800.00 GUARDRAIL TRANSITION, TGS-1 | | | 0024 601-99105 24.765 m | 37.25000 922.50| 43.00000 1064.90| 34.00000 842.01 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-06257 179.600 m2 | 60.00000 10776.00| 57.00000 10237.20| 49.00000 8800.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06490 22.000 EACH| 123.00000 2706.00| 120.00000 2640.00| 110.00000 2420.00 RIGHT OF WAY MARKER | | | 0027 615-06505 2.000 EACH| 465.00000 930.00| 700.00000 1400.00| 430.00000 860.00 MONUMENT, B | | | 0028 616-02320 1730.000 m2 | 3.29000 5691.70| 4.00000 6920.00| 4.50000 7785.00 GEOTEXTILES | | | 0029 616-06405 1095.000 Mg | 23.00000 25185.00| 21.00000 22995.00| 17.50000 19162.50 RIPRAP, REVETMENT | | | 0030 616-06451 191.000 Mg | 23.00000 4393.00| 25.00000 4775.00| 22.00000 4202.00 RIPRAP, UNIFORM | | | 0031 621-01004 1.000 EACH| 800.00000 800.00| 700.00000 700.00| 700.00000 700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06548 3.700 kg | 65.00000 240.50| 108.00000 399.60| 57.00000 210.90 SEED MIXTURE, CV | | | 0033 621-06559 3300.000 m2 | 0.55000 1815.00| 1.00000 3300.00| 0.55000 1815.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,261.55 ROUTE : CR 200W CALL ORDER : 301 CONTRACT ID : B -24970-A COUNTIES : BENTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06574 453.000 m2 | 8.28000 3750.84| 4.50000 2038.50| 7.20000 3261.60 SODDING | | | 0035 622-52436 4.000 EACH| 35.00000 140.00| 30.00000 120.00| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 82.000 EACH| 10.80000 885.60| 12.00000 984.00| 9.60000 787.20 SEEDLING | | | 0037 701-98647 300.000 m | 85.00000 25500.00| 70.00000 21000.00| 110.00000 33000.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0038 702-51005 64.800 m3 | 457.75000 29662.20| 430.00000 27864.00| 470.00000 30456.00 CONCRETE, A, SUBSTRUCTURE | | | 0039 702-51015 29.200 m3 | 390.41000 11399.97| 430.00000 12556.00| 360.00000 10512.00 CONCRETE, B, FOOTINGS | | | 0040 703-51030 10253.000 kg | 1.00000 10253.00| 1.10000 11278.30| 1.25000 12816.25 REINFORCING STEEL | | | 0041 703-51032 11123.000 kg | 1.08000 12012.84| 1.40000 15572.20| 1.35000 15016.05 REINFORCING STEEL, EPOXY COATED | | | 0042 703-97936 74.000 EACH| 16.00000 1184.00| 16.00000 1184.00| 15.00000 1110.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0043 704-51002 135.300 m3 | 434.72000 58817.62| 460.00000 62238.00| 520.00000 70356.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-06344 60.960 m | 165.00000 10058.40| 120.00000 7315.20| 160.00000 9753.60 RAILING, TS-1 | | | 0045 709-51821 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2500.00000 2500.00 SURFACE SEAL | | | 0046 715-05173 80.000 m | 80.00000 6400.00| 50.00000 4000.00| 110.00000 8800.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0047 715-46020 8.000 EACH| 225.00000 1800.00| 275.00000 2200.00| 280.00000 2240.00 PIPE END SECTION, 600 mm | | | 0048 801-04308 6.000 EACH| 400.00000 2400.00| 155.00000 930.00| 130.00000 780.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06605 4.000 EACH| 160.00000 640.00| 100.00000 400.00| 75.00000 300.00 BARRICADE, IIIA | | | 0050 801-06606 4.000 EACH| 200.00000 800.00| 110.00000 440.00| 90.00000 360.00 BARRICADE, IIIB | | | 0051 801-06625 5.000 EACH| 110.00000 550.00| 80.00000 400.00| 75.00000 375.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 14.000 EACH| 110.00000 1540.00| 110.00000 1540.00| 95.00000 1330.00 CONSTRUCTION SIGN, A | | | 0053 801-06645 1.000 EACH| 30.00000 30.00| 60.00000 60.00| 26.00000 26.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 479,261.55 ROUTE : CR 200W CALL ORDER : 301 CONTRACT ID : B -24970-A COUNTIES : BENTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06775 LUMP| 2000.00000 2000.00| 5500.00000 5500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0055 406-05521 1822.000 m2 | 0.12000 218.64| 0.22000 400.84| 0.15000 273.30 ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 406,212.21| $ 436,317.74| $ 467,675.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 406,212.21| $ 436,317.74| $ 467,675.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,751,115.07 ROUTE : I-69 CALL ORDER : 311 CONTRACT ID : B -25168-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0693080 0693080 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. CONDITIONAL & AWARDED $ 1,696,036.34 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,724,450.39 101.6753% 3 35-1057237 MCCOY, R.L., INC. $ 1,927,398.75 113.6413% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1212938 |(3) 35-1057237 |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00| 1800.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 32000.00000 32000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 84800.00000 84800.00| 89000.00000 89000.00| 96300.00000 96300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16960.00000 16960.00| 10000.00000 10000.00| 6800.00000 6800.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 16960.00000 16960.00| 10000.00000 10000.00| 6800.00000 6800.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02240 1062.800 m2 | 10.50000 11159.40| 10.50000 11159.40| 18.00000 19130.40 PAVEMENT, REMOVE | | | 0007 202-02241 1115.000 m | 6.00000 6690.00| 6.00000 6690.00| 6.00000 6690.00 GUARDRAIL, REMOVE | | | 0008 202-51133 75.200 m | 75.00000 5640.00| 21.00000 1579.20| 8.00000 601.60 RAILING, REMOVE | | | 0009 202-51328 LUMP| 62297.00000 62297.00| 85000.00000 85000.00| 200000.00000 200000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0010 202-51822 451.400 m2 | 23.00000 10382.20| 7.30000 3295.22| 12.00000 5416.80 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 2568.000 m2 | 3.00000 7704.00| 3.30000 8474.40| 3.00000 7704.00 SURFACE MILLING, ASPHALT | | | 0012 202-60822 4534.000 m2 | 3.00000 13602.00| 3.90000 17682.60| 4.00000 18136.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 202-93741 8.000 EACH| 170.00000 1360.00| 135.00000 1080.00| 130.00000 1040.00 GUARD RAIL END TREATMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,751,115.07 ROUTE : I-69 CALL ORDER : 311 CONTRACT ID : B -25168-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1212938 |(3) 35-1057237 |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 202-94749 73.600 m | 15.00000 1104.00| 16.00000 1177.60| 30.00000 2208.00 CURB, ASPHALT, REMOVE | | | 0015 202-99383 59.200 m | 100.00000 5920.00| 68.00000 4025.60| 80.00000 4736.00 TERMINAL JOINT, REMOVE | | | 0016 203-02070 2475.400 m3 | 15.00000 37131.00| 11.00000 27229.40| 26.00000 64360.40 BORROW | | | 0017 205-02229 71.000 m | 7.00000 497.00| 7.00000 497.00| 7.00000 497.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 213-52830 15.000 m3 | 175.00000 2625.00| 150.00000 2250.00| 200.00000 3000.00 FLOWABLE MORTAR | | | 0019 303-52308 227.600 Mg | 35.00000 7966.00| 24.00000 5462.40| 18.00000 4096.80 COMPACTED AGGREGATE, O, 53 | | | 0020 304-06464 64.000 m3 | 110.00000 7040.00| 49.00000 3136.00| 34.00000 2176.00 SUBBASE FOR PCCP | | | 0021 402-05468 4033.900 Mg | 30.00000 121017.00| 31.50000 127067.85| 28.00000 112949.20 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05473 366.200 Mg | 36.00000 13183.20| 49.00000 17943.80| 33.00000 12084.60 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0023 402-05474 1056.500 Mg | 32.00000 33808.00| 35.50000 37505.75| 29.00000 30638.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0024 402-05477 981.500 Mg | 44.00000 43186.00| 48.00000 47112.00| 40.00000 39260.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0025 402-05481 1094.000 Mg | 29.00000 31726.00| 45.50000 49777.00| 26.00000 28444.00 HMA BASE 25.0 mm, SHOULDER | | | 0026 502-06331 362.800 m2 | 90.00000 32652.00| 73.00000 26484.40| 70.00000 25396.00 PCCP, 350 mm | | | 0027 503-05310 59.200 m | 475.00000 28120.00| 315.00000 18648.00| 340.00000 20128.00 TERMINAL JOINT | | | 0028 601-01522 8.000 EACH| 1125.00000 9000.00| 1220.00000 9760.00| 1150.00000 9200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-04746 4.000 EACH| 5725.00000 22900.00| 5400.00000 21600.00| 5250.00000 21000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0030 601-94689 4.000 EACH| 2100.00000 8400.00| 2230.00000 8920.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-94690 4.000 EACH| 3100.00000 12400.00| 3150.00000 12600.00| 3100.00000 12400.00 GUARDRAIL END TREATMENT, MS | | | 0032 601-97774 1.000 EACH| 925.00000 925.00| 760.00000 760.00| 750.00000 750.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-97803 1.000 EACH| 1900.00000 1900.00| 2130.00000 2130.00| 2100.00000 2100.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,751,115.07 ROUTE : I-69 CALL ORDER : 311 CONTRACT ID : B -25168-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1212938 |(3) 35-1057237 |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-99105 478.100 m | 28.00000 13386.80| 31.30000 14964.53| 32.00000 15299.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 601-99108 504.700 m | 41.25000 20818.88| 46.50000 23468.55| 47.00000 23720.90 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0036 602-06639 468.000 m | 1.00000 468.00| 95.00000 44460.00| 80.00000 37440.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06646 795.000 m | 1.00000 795.00| 81.00000 64395.00| 75.00000 59625.00 TEMPORARY CONCRETE BARRIER | | | 0038 602-06729 48.000 EACH| 9.00000 432.00| 7.30000 350.40| 10.00000 480.00 BARRIER DELINEATOR | | | 0039 605-05523 76.800 m | 20.00000 1536.00| 31.00000 2380.80| 20.00000 1536.00 CURB, HMA | | | 0040 610-06262 732.800 m2 | 80.00000 58624.00| 68.00000 49830.40| 74.00000 54227.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 350 mm | | | 0041 616-02320 2320.100 m2 | 2.50000 5800.25| 4.80000 11136.48| 2.00000 4640.20 GEOTEXTILES | | | 0042 616-05688 1057.200 Mg | 43.00000 45459.60| 30.50000 32244.60| 28.50000 30130.20 RIPRAP, CLASS 1 | | | 0043 616-05689 266.100 Mg | 41.00000 10910.10| 32.50000 8648.25| 28.50000 7583.85 RIPRAP, CLASS 2 | | | 0044 616-06405 390.100 Mg | 45.00000 17554.50| 22.00000 8582.20| 22.00000 8582.20 RIPRAP, REVETMENT | | | 0045 616-95754 16.000 m | 40.00000 640.00| 30.00000 480.00| 60.00000 960.00 PAVED SIDE DITCH, BREAK | | | 0046 621-01004 2.000 EACH| 560.00000 1120.00| 585.00000 1170.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06559 8972.000 m2 | 0.45000 4037.40| 0.50000 4486.00| 0.45000 4037.40 MULCHED SEEDING, R | | | 0048 621-06574 8984.000 m2 | 3.50000 31444.00| 3.40000 30545.60| 3.30000 29647.20 SODDING | | | 0049 701-03808 147.200 m | 120.00000 17664.00| 140.00000 20608.00| 105.00000 15456.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 4.67 mm, 305 mm | | | 0050 702-51005 13.600 m3 | 1500.00000 20400.00| 900.00000 12240.00| 2850.00000 38760.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51863 672.000 EACH| 8.50000 5712.00| 7.00000 4704.00| 9.00000 6048.00 FIELD DRILLED HOLE IN CONCRETE | | | 0052 703-51030 16176.000 kg | 1.00000 16176.00| 1.20000 19411.20| 1.15000 18602.40 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,751,115.07 ROUTE : I-69 CALL ORDER : 311 CONTRACT ID : B -25168-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1212938 |(3) 35-1057237 |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 703-51032 38584.000 kg | 1.30000 50159.20| 1.30000 50159.20| 1.25000 48230.00 REINFORCING STEEL, EPOXY COATED | | | 0054 704-05892 136.400 m3 | 850.00000 115940.00| 600.00000 81840.00| 600.00000 81840.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0055 704-51002 46.600 m3 | 400.00000 18640.00| 310.00000 14446.00| 550.00000 25630.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-05734 16.000 EACH| 1500.00000 24000.00| 1600.00000 25600.00| 1800.00000 28800.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0058 706-51025 140.800 m | 185.00000 26048.00| 175.00000 24640.00| 145.00000 20416.00 CONCRETE, C, RAILING | | | 0059 709-51821 LUMP| 2200.00000 2200.00| 2500.00000 2500.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 1 | | | 0060 709-51821 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 4000.00000 4000.00 SURFACE SEAL , STR NO 2 | | | 0062 713-04858 LUMP| 226452.00000 226452.00| 190000.00000 190000.00| 250000.00000 250000.00 TEMPORARY BRIDGE , STR NO 2 | | | 0063 715-05119 389.900 m | 125.00000 48737.50| 110.00000 42889.00| 75.00000 29242.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0064 720-04499 2.000 EACH| 550.00000 1100.00| 425.00000 850.00| 500.00000 1000.00 INLET, RECONSTRUCT | | | 0065 720-44296 8.000 EACH| 550.00000 4400.00| 550.00000 4400.00| 450.00000 3600.00 CAP INLET | | | 0066 722-51401 10.000 m2 | 250.00000 2500.00| 390.00000 3900.00| 150.00000 1500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0067 722-51842 455.800 m2 | 70.00000 31906.00| 53.00000 24157.40| 54.00000 24613.20 BRIDGE DECK OVERLAY | | | 0068 722-51846 1.200 m3 | 395.00000 474.00| 395.00000 474.00| 395.00000 474.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0069 722-51852 98.000 m2 | 48.00000 4704.00| 115.00000 11270.00| 50.00000 4900.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0070 729-51875 4.900 m2 | 450.00000 2205.00| 290.00000 1421.00| 200.00000 980.00 CONCRETE, A, PATCHING | | | 0071 801-04308 3.000 EACH| 170.00000 510.00| 175.00000 525.00| 109.00000 327.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06207 9828.200 m | 3.25000 31941.65| 3.25000 31941.65| 2.32000 22801.42 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0073 801-06605 8.000 EACH| 85.00000 680.00| 85.00000 680.00| 85.00000 680.00 BARRICADE, IIIA | | | 0074 801-06640 58.000 EACH| 75.00000 4350.00| 85.00000 4930.00| 84.00000 4872.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,751,115.07 ROUTE : I-69 CALL ORDER : 311 CONTRACT ID : B -25168-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1212938 |(3) 35-1057237 |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-06645 20.000 EACH| 30.00000 600.00| 31.00000 620.00| 45.00000 900.00 CONSTRUCTION SIGN, B | | | 0076 801-06649 398.000 EACH| 9.00000 3582.00| 8.50000 3383.00| 2.60000 1034.80 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0077 801-06710 258.000 DAY | 28.00000 7224.00| 15.80000 4076.40| 10.00000 2580.00 FLASHING ARROW SIGN | | | 0078 801-06775 LUMP| 81572.00000 81572.00| 80000.00000 80000.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0079 801-97643 175.800 m | 17.50000 3076.50| 16.20000 2847.96| 88.75000 15602.25 TEMPORARY BUZZ STRIPS | | | 0080 804-76420 2.000 EACH| 40.00000 80.00| 85.00000 170.00| 136.00000 272.00 MARKER TYPE 3, (W59 L) WITH POST | | | 0081 804-76425 2.000 EACH| 40.00000 80.00| 85.00000 170.00| 136.00000 272.00 MARKER TYPE 3, (W59 R) WITH POST | | | 0082 808-06711 1332.600 m | 0.20000 266.52| 0.25000 333.15| 0.01000 13.33 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0083 808-06713 5324.000 m | 0.18000 958.32| 0.25000 1331.00| 0.01000 53.24 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0084 808-06714 5324.000 m | 0.18000 958.32| 0.25000 1331.00| 0.01000 53.24 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0085 808-06716 3104.000 m | 1.75000 5432.00| 1.75000 5432.00| 0.93000 2886.72 LINE, REMOVE | | | 0086 808-75996 36.000 EACH| 5.00000 180.00| 15.00000 540.00| 40.00000 1440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0087 808-75998 226.000 EACH| 24.00000 5424.00| 24.50000 5537.00| 1.00000 226.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 202-51328 LUMP| 25000.00000 25000.00| 45000.00000 45000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0089 203-02000 94.000 m3 | 45.00000 4230.00| 17.00000 1598.00| 48.00000 4512.00 EXCAVATION, COMMON | | | 0090 203-02080 0.600 km | 2600.00000 1560.00| 12000.00000 7200.00| 8500.00000 5100.00 LINEAR GRADING | | | 0091 406-05520 13.600 Mg | 245.00000 3332.00| 265.00000 3604.00| 230.00000 3128.00 ASPHALT FOR TACK COAT | | | SECTION TOTALS | $ 1,696,036.34| $ 1,724,450.39| $ 1,927,398.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,696,036.34| $ 1,724,450.39| $ 1,927,398.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 40,200.00 ROUTE : I-69 CALL ORDER : 321 CONTRACT ID : B -25288-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/10/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 069200V SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON, INC. $ 37,930.00 100.0000% 2 31-1028573 CIVIL CONSTRUCTION, INC. $ 43,039.00 113.4695% ==================================================================================================================================== |(1) 91-1798131 |(2) 31-1028573 | |FLAME ON, INC. |CIVIL CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR-BEAM STRAIGHTENING | | | 0001 110-01001 LUMP| 3000.00000 3000.00| 4508.00000 4508.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 711-91149 LUMP| 30000.00000 30000.00| 28997.00000 28997.00| STRAIGHTEN STEEL BEAM | | | 0003 801-06640 18.000 EACH| 60.00000 1080.00| 60.00000 1080.00| CONSTRUCTION SIGN, A | | | 0004 801-06710 10.000 DAY | 35.00000 350.00| 35.00000 350.00| FLASHING ARROW SIGN | | | 0005 801-06775 LUMP| 3500.00000 3500.00| 8104.00000 8104.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 37,930.00| $ 43,039.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 37,930.00| $ 43,039.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,999.98 ROUTE : I-65 CALL ORDER : 331 CONTRACT ID : B -25367-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/03/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1841931 VENUS PAINTING COMPANY $ 181,600.00 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 229,000.00 126.1013% 3 35-1131315 FIVE STAR PAINTING, INC. $ 295,167.00 162.5368% 4 35-1645115 THREE STAR PAINTING $ 305,028.83 167.9674% 5 35-2019240 CENTRAL PAINTING, INC. $ 306,600.00 168.8325% 6 35-1778430 SPANOS, N.I. PAINTING, INC. CONDITIONAL BID $ 399,000.00 219.7136% 7 36-3350477 EAGLE PAINTING & MAINTENANCE $ 434,000.00 238.9867% ==================================================================================================================================== |(1) 35-1841931 |(2) 35-1602596 |(3) 35-1131315 |VENUS PAINTING COMPANY |ICARUS INDUSTRIAL PAINTING &|FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 11450.00000 11450.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 10000.00000 10000.00| 8500.00000 8500.00| 17654.00000 17654.00 PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 10000.00000 10000.00| 10400.00000 10400.00| 27914.00000 27914.00 PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 10000.00000 10000.00| 11000.00000 11000.00| 22777.00000 22777.00 PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 10000.00000 10000.00| 10400.00000 10400.00| 19944.00000 19944.00 PAINT STEEL BRIDGE , STR#4 | | | 0006 619-61000 LUMP| 32000.00000 32000.00| 35700.00000 35700.00| 35307.00000 35307.00 CLEAN STEEL BRIDGE , STR#1 | | | 0007 619-61000 LUMP| 32000.00000 32000.00| 44250.00000 44250.00| 55829.00000 55829.00 CLEAN STEEL BRIDGE , STR#2 | | | 0008 619-61000 LUMP| 32000.00000 32000.00| 47000.00000 47000.00| 45555.00000 45555.00 CLEAN STEEL BRIDGE , STR#3 | | | 0009 619-61000 LUMP| 32000.00000 32000.00| 44300.00000 44300.00| 39887.00000 39887.00 CLEAN STEEL BRIDGE , STR#4 | | | 0010 619-93423 LUMP| 300.00000 300.00| 500.00000 500.00| 2000.00000 2000.00 POLLUTION CONTROL , STR#1 | | | 0011 619-93423 LUMP| 300.00000 300.00| 500.00000 500.00| 2000.00000 2000.00 POLLUTION CONTROL , STR#2 | | | 0012 619-93423 LUMP| 300.00000 300.00| 500.00000 500.00| 2000.00000 2000.00 POLLUTION CONTROL , STR#3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,999.98 ROUTE : I-65 CALL ORDER : 331 CONTRACT ID : B -25367-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1841931 |(2) 35-1602596 |(3) 35-1131315 |VENUS PAINTING COMPANY |ICARUS INDUSTRIAL PAINTING &|FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-93423 LUMP| 300.00000 300.00| 500.00000 500.00| 2000.00000 2000.00 POLLUTION CONTROL , STR#4 | | | 0014 709-51821 LUMP| 300.00000 300.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#1 | | | 0015 709-51821 LUMP| 300.00000 300.00| 500.00000 500.00| 200.00000 200.00 SURFACE SEAL , STR#2 | | | 0016 709-51821 LUMP| 300.00000 300.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#3 | | | 0017 709-51821 LUMP| 300.00000 300.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#4 | | | 0018 801-06775 LUMP| 300.00000 300.00| 500.00000 500.00| 2400.00000 2400.00 MAINTAINING TRAFFIC , STR#1 | | | 0019 801-06775 LUMP| 300.00000 300.00| 500.00000 500.00| 3800.00000 3800.00 MAINTAINING TRAFFIC , STR#2 | | | 0020 801-06775 LUMP| 300.00000 300.00| 500.00000 500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC , STR#3 | | | 0021 801-06775 LUMP| 300.00000 300.00| 500.00000 500.00| 2600.00000 2600.00 MAINTAINING TRAFFIC , STR#4 | | | SECTION TOTALS | $ 181,600.00| $ 229,000.00| $ 295,167.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 181,600.00| $ 229,000.00| $ 295,167.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,999.98 ROUTE : I-65 CALL ORDER : 331 CONTRACT ID : B -25367-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 |(5) 35-2019240 |(6) 35-1778430 |THREE STAR PAINTING |CENTRAL PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 14901.25000 14901.25| 15000.00000 15000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 8900.55000 8900.55| 15000.00000 15000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 12596.10000 12596.10| 15000.00000 15000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 11086.65000 11086.65| 15000.00000 15000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 9889.50000 9889.50| 15000.00000 15000.00| 25000.00000 25000.00 PAINT STEEL BRIDGE , STR#4 | | | 0006 619-61000 LUMP| 47469.60000 47469.60| 45000.00000 45000.00| 50000.00000 50000.00 CLEAN STEEL BRIDGE , STR#1 | | | 0007 619-61000 LUMP| 70157.60000 70157.60| 78000.00000 78000.00| 75000.00000 75000.00 CLEAN STEEL BRIDGE , STR#2 | | | 0008 619-61000 LUMP| 69128.80000 69128.80| 65000.00000 65000.00| 75000.00000 75000.00 CLEAN STEEL BRIDGE , STR#3 | | | 0009 619-61000 LUMP| 54244.00000 54244.00| 40000.00000 40000.00| 50000.00000 50000.00 CLEAN STEEL BRIDGE , STR#4 | | | 0010 619-93423 LUMP| 988.00000 988.00| 300.00000 300.00| 4000.00000 4000.00 POLLUTION CONTROL , STR#1 | | | 0011 619-93423 LUMP| 399.57000 399.57| 300.00000 300.00| 4000.00000 4000.00 POLLUTION CONTROL , STR#2 | | | 0012 619-93423 LUMP| 231.85000 231.85| 300.00000 300.00| 4000.00000 4000.00 POLLUTION CONTROL , STR#3 | | | 0013 619-93423 LUMP| 598.84000 598.84| 300.00000 300.00| 4000.00000 4000.00 POLLUTION CONTROL , STR#4 | | | 0014 709-51821 LUMP| 988.00000 988.00| 100.00000 100.00| 1000.00000 1000.00 SURFACE SEAL , STR#1 | | | 0015 709-51821 LUMP| 399.57000 399.57| 100.00000 100.00| 1000.00000 1000.00 SURFACE SEAL , STR#2 | | | 0016 709-51821 LUMP| 231.85000 231.85| 100.00000 100.00| 1000.00000 1000.00 SURFACE SEAL , STR#3 | | | 0017 709-51821 LUMP| 598.84000 598.84| 100.00000 100.00| 1000.00000 1000.00 SURFACE SEAL , STR#4 | | | 0018 801-06775 LUMP| 988.00000 988.00| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR#1 | | | 0019 801-06775 LUMP| 399.57000 399.57| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR#2 | | | 0020 801-06775 LUMP| 231.85000 231.85| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR#3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,999.98 ROUTE : I-65 CALL ORDER : 331 CONTRACT ID : B -25367-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 |(5) 35-2019240 |(6) 35-1778430 |THREE STAR PAINTING |CENTRAL PAINTING, INC. |SPANOS, N.I. PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 598.84000 598.84| 500.00000 500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC , STR#4 | | | SECTION TOTALS | $ 305,028.83| $ 306,600.00| $ 399,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 305,028.83| $ 306,600.00| $ 399,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 331 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,999.98 ROUTE : I-65 CALL ORDER : 331 CONTRACT ID : B -25367-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-3350477 | | |EAGLE PAINTING & MAINTENANCE| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 34000.00000 34000.00| | PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 50000.00000 50000.00| | PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 46000.00000 46000.00| | PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 38000.00000 38000.00| | PAINT STEEL BRIDGE , STR#4 | | | 0006 619-61000 LUMP| 34000.00000 34000.00| | CLEAN STEEL BRIDGE , STR#1 | | | 0007 619-61000 LUMP| 50000.00000 50000.00| | CLEAN STEEL BRIDGE , STR#2 | | | 0008 619-61000 LUMP| 46000.00000 46000.00| | CLEAN STEEL BRIDGE , STR#3 | | | 0009 619-61000 LUMP| 38000.00000 38000.00| | CLEAN STEEL BRIDGE , STR#4 | | | 0010 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#1 | | | 0011 619-93423 LUMP| 8000.00000 8000.00| | POLLUTION CONTROL , STR#2 | | | 0012 619-93423 LUMP| 8000.00000 8000.00| | POLLUTION CONTROL , STR#3 | | | 0013 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#4 | | | 0014 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#1 | | | 0015 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#2 | | | 0016 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#3 | | | 0017 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#4 | | | 0018 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC , STR#1 | | | 0019 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC , STR#2 | | | 0020 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC , STR#3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 331 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 347,999.98 ROUTE : I-65 CALL ORDER : 331 CONTRACT ID : B -25367-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-3350477 | | |EAGLE PAINTING & MAINTENANCE| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC , STR#4 | | | SECTION TOTALS | $ 434,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 434,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,399.98 ROUTE : I-465 AND I-69 CALL ORDER : 341 CONTRACT ID : B -25368-A COUNTIES : MARION HAMILTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/03/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 176,000.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY $ 187,600.00 106.5909% 3 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID $ 224,066.00 127.3102% 4 35-2019240 CENTRAL PAINTING, INC. $ 243,000.00 138.0681% 5 35-1778430 SPANOS, N.I. PAINTING, INC. CONDITIONAL BID $ 249,000.00 141.4772% 6 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 282,871.25 160.7223% 7 36-3350477 EAGLE PAINTING & MAINTENANCE $ 335,000.00 190.3409% ==================================================================================================================================== |(1) 35-1602596 |(2) 35-1841931 |(3) 35-1131315 |ICARUS INDUSTRIAL PAINTING &|VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 8800.00000 8800.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 27914.00000 27914.00 PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 17654.00000 17654.00 PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 11143.00000 11143.00 PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 9978.00000 9978.00 PAINT STEEL BRIDGE , STR#4 | | | 0006 619-61000 LUMP| 56200.00000 56200.00| 49000.00000 49000.00| 55829.00000 55829.00 CLEAN STEEL BRIDGE , STR#1 | | | 0007 619-61000 LUMP| 34900.00000 34900.00| 29000.00000 29000.00| 35307.00000 35307.00 CLEAN STEEL BRIDGE , STR#2 | | | 0008 619-61000 LUMP| 21000.00000 21000.00| 24000.00000 24000.00| 22285.00000 22285.00 CLEAN STEEL BRIDGE , STR#3 | | | 0009 619-61000 LUMP| 20600.00000 20600.00| 32000.00000 32000.00| 19956.00000 19956.00 CLEAN STEEL BRIDGE , STR#4 | | | 0010 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 2000.00000 2000.00 POLLUTION CONTROL , STR#1 | | | 0011 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 2000.00000 2000.00 POLLUTION CONTROL , STR#2 | | | 0012 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00 POLLUTION CONTROL , STR#3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,399.98 ROUTE : I-465 AND I-69 CALL ORDER : 341 CONTRACT ID : B -25368-A COUNTIES : MARION HAMILTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1602596 |(2) 35-1841931 |(3) 35-1131315 |ICARUS INDUSTRIAL PAINTING &|VENUS PAINTING COMPANY |FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-93423 LUMP| 500.00000 500.00| 300.00000 300.00| 1000.00000 1000.00 POLLUTION CONTROL , STR#4 | | | 0014 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 200.00000 200.00 SURFACE SEAL , STR#1 | | | 0015 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR#2 | | | 0016 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR#3 | | | 0017 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR#4 | | | 0018 801-06775 LUMP| 500.00000 500.00| 300.00000 300.00| 3800.00000 3800.00 MAINTAINING TRAFFIC , STR#1 | | | 0019 801-06775 LUMP| 500.00000 500.00| 300.00000 300.00| 2400.00000 2400.00 MAINTAINING TRAFFIC , STR#2 | | | 0020 801-06775 LUMP| 500.00000 500.00| 300.00000 300.00| 700.00000 700.00 MAINTAINING TRAFFIC , STR#3 | | | 0021 801-06775 LUMP| 500.00000 500.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC , STR#4 | | | SECTION TOTALS | $ 176,000.00| $ 187,600.00| $ 224,066.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 176,000.00| $ 187,600.00| $ 224,066.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,399.98 ROUTE : I-465 AND I-69 CALL ORDER : 341 CONTRACT ID : B -25368-A COUNTIES : MARION HAMILTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2019240 |(5) 35-1778430 |(6) 35-1645115 |CENTRAL PAINTING, INC. |SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 13145.00000 13145.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 14400.00000 14400.00| 28000.00000 28000.00| 20550.50000 20550.50 PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 16447.14000 16447.14 PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 10367.00000 10367.00 PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 10093.78000 10093.78 PAINT STEEL BRIDGE , STR#4 | | | 0006 619-61000 LUMP| 80000.00000 80000.00| 60000.00000 60000.00| 85936.00000 85936.00 CLEAN STEEL BRIDGE , STR#1 | | | 0007 619-61000 LUMP| 35000.00000 35000.00| 32000.00000 32000.00| 61051.41000 61051.41 CLEAN STEEL BRIDGE , STR#2 | | | 0008 619-61000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 28627.20000 28627.20 CLEAN STEEL BRIDGE , STR#3 | | | 0009 619-61000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 27166.42000 27166.42 CLEAN STEEL BRIDGE , STR#4 | | | 0010 619-93423 LUMP| 300.00000 300.00| 2000.00000 2000.00| 728.00000 728.00 POLLUTION CONTROL , STR#1 | | | 0011 619-93423 LUMP| 300.00000 300.00| 2000.00000 2000.00| 1272.00000 1272.00 POLLUTION CONTROL , STR#2 | | | 0012 619-93423 LUMP| 300.00000 300.00| 2000.00000 2000.00| 596.00000 596.00 POLLUTION CONTROL , STR#3 | | | 0013 619-93423 LUMP| 300.00000 300.00| 2000.00000 2000.00| 566.00000 566.00 POLLUTION CONTROL , STR#4 | | | 0014 709-51821 LUMP| 100.00000 100.00| 1000.00000 1000.00| 728.00000 728.00 SURFACE SEAL , STR#1 | | | 0015 709-51821 LUMP| 100.00000 100.00| 1000.00000 1000.00| 1272.00000 1272.00 SURFACE SEAL , STR#2 | | | 0016 709-51821 LUMP| 100.00000 100.00| 1000.00000 1000.00| 596.40000 596.40 SURFACE SEAL , STR#3 | | | 0017 709-51821 LUMP| 100.00000 100.00| 1000.00000 1000.00| 566.00000 566.00 SURFACE SEAL , STR#4 | | | 0018 801-06775 LUMP| 500.00000 500.00| 1000.00000 1000.00| 728.00000 728.00 MAINTAINING TRAFFIC , STR#1 | | | 0019 801-06775 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1272.00000 1272.00 MAINTAINING TRAFFIC , STR#2 | | | 0020 801-06775 LUMP| 500.00000 500.00| 1000.00000 1000.00| 596.40000 596.40 MAINTAINING TRAFFIC , STR#3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 341 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,399.98 ROUTE : I-465 AND I-69 CALL ORDER : 341 CONTRACT ID : B -25368-A COUNTIES : MARION HAMILTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2019240 |(5) 35-1778430 |(6) 35-1645115 |CENTRAL PAINTING, INC. |SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 500.00000 500.00| 1000.00000 1000.00| 566.00000 566.00 MAINTAINING TRAFFIC , STR#4 | | | SECTION TOTALS | $ 243,000.00| $ 249,000.00| $ 282,871.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,000.00| $ 249,000.00| $ 282,871.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 341 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,399.98 ROUTE : I-465 AND I-69 CALL ORDER : 341 CONTRACT ID : B -25368-A COUNTIES : MARION HAMILTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-3350477 | | |EAGLE PAINTING & MAINTENANCE| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 55000.00000 55000.00| | PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 26000.00000 26000.00| | PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 25000.00000 25000.00| | PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 23000.00000 23000.00| | PAINT STEEL BRIDGE , STR#4 | | | 0006 619-61000 LUMP| 55000.00000 55000.00| | CLEAN STEEL BRIDGE , STR#1 | | | 0007 619-61000 LUMP| 26000.00000 26000.00| | CLEAN STEEL BRIDGE , STR#2 | | | 0008 619-61000 LUMP| 25000.00000 25000.00| | CLEAN STEEL BRIDGE , STR#3 | | | 0009 619-61000 LUMP| 23000.00000 23000.00| | CLEAN STEEL BRIDGE , STR#4 | | | 0010 619-93423 LUMP| 10000.00000 10000.00| | POLLUTION CONTROL , STR#1 | | | 0011 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#2 | | | 0012 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#3 | | | 0013 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#4 | | | 0014 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#1 | | | 0015 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#2 | | | 0016 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#3 | | | 0017 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#4 | | | 0018 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC , STR#1 | | | 0019 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC , STR#2 | | | 0020 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC , STR#3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 341 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 291,399.98 ROUTE : I-465 AND I-69 CALL ORDER : 341 CONTRACT ID : B -25368-A COUNTIES : MARION HAMILTON LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-3350477 | | |EAGLE PAINTING & MAINTENANCE| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC , STR#4 | | | SECTION TOTALS | $ 335,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 335,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,199.98 ROUTE : I-70 CALL ORDER : 351 CONTRACT ID : B -25369-A COUNTIES : MARION HANCOCK LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/03/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 178,000.00 100.0000% 2 35-1645115 THREE STAR PAINTING $ 181,309.68 101.8593% 3 35-1841931 VENUS PAINTING COMPANY $ 195,400.00 109.7752% 4 35-1131315 FIVE STAR PAINTING, INC. $ 215,013.00 120.7938% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 219,800.00 123.4831% 6 35-2019240 CENTRAL PAINTING, INC. $ 226,200.00 127.0786% 7 36-3350477 EAGLE PAINTING & MAINTENANCE $ 231,000.00 129.7752% ==================================================================================================================================== |(1) 35-1602596 |(2) 35-1645115 |(3) 35-1841931 |ICARUS INDUSTRIAL PAINTING &|THREE STAR PAINTING |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 8900.00000 8900.00| 9065.55000 9065.55| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 4500.00000 4500.00| 5746.35000 5746.35| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 3500.00000 3500.00| 3149.85000 3149.85| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 6900.00000 6900.00| 5405.85000 5405.85| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 4600.00000 4600.00| 3192.45000 3192.45| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR#4 | | | 0006 619-51859 LUMP| 4500.00000 4500.00| 5107.86000 5107.86| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR#5 | | | 0007 619-51859 LUMP| 4300.00000 4300.00| 3235.00000 3235.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR#6 | | | 0008 619-61000 LUMP| 21200.00000 21200.00| 30647.20000 30647.20| 19000.00000 19000.00 CLEAN STEEL BRIDGE , STR#1 | | | 0009 619-61000 LUMP| 16500.00000 16500.00| 16799.20000 16799.20| 19000.00000 19000.00 CLEAN STEEL BRIDGE , STR#2 | | | 0010 619-61000 LUMP| 32000.00000 32000.00| 28831.20000 28831.20| 19000.00000 19000.00 CLEAN STEEL BRIDGE , STR#3 | | | 0011 619-61000 LUMP| 21500.00000 21500.00| 17026.40000 17026.40| 19000.00000 19000.00 CLEAN STEEL BRIDGE , STR#4 | | | 0012 619-61000 LUMP| 21200.00000 21200.00| 27242.00000 27242.00| 19000.00000 19000.00 CLEAN STEEL BRIDGE , STR#5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,199.98 ROUTE : I-70 CALL ORDER : 351 CONTRACT ID : B -25369-A COUNTIES : MARION HANCOCK LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1602596 |(2) 35-1645115 |(3) 35-1841931 |ICARUS INDUSTRIAL PAINTING &|THREE STAR PAINTING |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-61000 LUMP| 19400.00000 19400.00| 17253.22000 17253.22| 19000.00000 19000.00 CLEAN STEEL BRIDGE , STR#6 | | | 0014 619-93423 LUMP| 500.00000 500.00| 638.49000 638.49| 1300.00000 1300.00 POLLUTION CONTROL , STR#1 | | | 0015 619-93423 LUMP| 500.00000 500.00| 350.00000 350.00| 1300.00000 1300.00 POLLUTION CONTROL , STR#2 | | | 0016 619-93423 LUMP| 500.00000 500.00| 600.65000 600.65| 1300.00000 1300.00 POLLUTION CONTROL , STR#3 | | | 0017 619-93423 LUMP| 500.00000 500.00| 354.72000 354.72| 1300.00000 1300.00 POLLUTION CONTROL , STR#4 | | | 0018 619-93423 LUMP| 500.00000 500.00| 567.54000 567.54| 1300.00000 1300.00 POLLUTION CONTROL , STR#5 | | | 0019 619-93423 LUMP| 500.00000 500.00| 354.45000 354.45| 1300.00000 1300.00 POLLUTION CONTROL , STR#6 | | | 0020 709-51821 LUMP| 500.00000 500.00| 638.49000 638.49| 300.00000 300.00 SURFACE SEAL , STR#1 | | | 0021 709-51821 LUMP| 500.00000 500.00| 350.00000 350.00| 300.00000 300.00 SURFACE SEAL , STR#2 | | | 0022 709-51821 LUMP| 500.00000 500.00| 600.65000 600.65| 300.00000 300.00 SURFACE SEAL , STR#3 | | | 0023 709-51821 LUMP| 500.00000 500.00| 354.72000 354.72| 300.00000 300.00 SURFACE SEAL , STR#4 | | | 0024 709-51821 LUMP| 500.00000 500.00| 567.54000 567.54| 300.00000 300.00 SURFACE SEAL , STR#5 | | | 0025 709-51821 LUMP| 500.00000 500.00| 359.45000 359.45| 300.00000 300.00 SURFACE SEAL , STR#6 | | | 0026 801-06775 LUMP| 500.00000 500.00| 638.49000 638.49| 300.00000 300.00 MAINTAINING TRAFFIC , STR#1 | | | 0027 801-06775 LUMP| 500.00000 500.00| 350.00000 350.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR#2 | | | 0028 801-06775 LUMP| 500.00000 500.00| 600.65000 600.65| 300.00000 300.00 MAINTAINING TRAFFIC , STR#3 | | | 0029 801-06775 LUMP| 500.00000 500.00| 354.72000 354.72| 300.00000 300.00 MAINTAINING TRAFFIC , STR#4 | | | 0030 801-06775 LUMP| 500.00000 500.00| 567.54000 567.54| 300.00000 300.00 MAINTAINING TRAFFIC , STR#5 | | | 0031 801-06775 LUMP| 500.00000 500.00| 359.45000 359.45| 300.00000 300.00 MAINTAINING TRAFFIC , STR#6 | | | SECTION TOTALS | $ 178,000.00| $ 181,309.68| $ 195,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,000.00| $ 181,309.68| $ 195,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,199.98 ROUTE : I-70 CALL ORDER : 351 CONTRACT ID : B -25369-A COUNTIES : MARION HANCOCK LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-1778430 |(6) 35-2019240 |FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 9978.00000 9978.00| 11000.00000 11000.00| 7000.00000 7000.00 PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 8217.00000 8217.00| 9000.00000 9000.00| 5000.00000 5000.00 PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 15344.00000 15344.00| 16000.00000 16000.00| 5000.00000 5000.00 PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 11143.00000 11143.00| 12000.00000 12000.00| 5000.00000 5000.00 PAINT STEEL BRIDGE , STR#4 | | | 0006 619-51859 LUMP| 9978.00000 9978.00| 11000.00000 11000.00| 5000.00000 5000.00 PAINT STEEL BRIDGE , STR#5 | | | 0007 619-51859 LUMP| 9978.00000 9978.00| 11000.00000 11000.00| 5000.00000 5000.00 PAINT STEEL BRIDGE , STR#6 | | | 0008 619-61000 LUMP| 19956.00000 19956.00| 18000.00000 18000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR#1 | | | 0009 619-61000 LUMP| 16435.00000 16435.00| 16000.00000 16000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR#2 | | | 0010 619-61000 LUMP| 30687.00000 30687.00| 28800.00000 28800.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR#3 | | | 0011 619-61000 LUMP| 22285.00000 22285.00| 20000.00000 20000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR#4 | | | 0012 619-61000 LUMP| 19956.00000 19956.00| 18000.00000 18000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR#5 | | | 0013 619-61000 LUMP| 19956.00000 19956.00| 18000.00000 18000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR#6 | | | 0014 619-93423 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL , STR#1 | | | 0015 619-93423 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL , STR#2 | | | 0016 619-93423 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL , STR#3 | | | 0017 619-93423 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL , STR#4 | | | 0018 619-93423 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL , STR#5 | | | 0019 619-93423 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 300.00000 300.00 POLLUTION CONTROL , STR#6 | | | 0020 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,199.98 ROUTE : I-70 CALL ORDER : 351 CONTRACT ID : B -25369-A COUNTIES : MARION HANCOCK LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1131315 |(5) 35-1778430 |(6) 35-2019240 |FIVE STAR PAINTING, INC. |SPANOS, N.I. PAINTING, INC. |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#2 | | | 0022 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#3 | | | 0023 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#4 | | | 0024 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#5 | | | 0025 709-51821 LUMP| 100.00000 100.00| 500.00000 500.00| 100.00000 100.00 SURFACE SEAL , STR#6 | | | 0026 801-06775 LUMP| 600.00000 600.00| 1000.00000 1000.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR#1 | | | 0027 801-06775 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR#2 | | | 0028 801-06775 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR#3 | | | 0029 801-06775 LUMP| 700.00000 700.00| 1000.00000 1000.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR#4 | | | 0030 801-06775 LUMP| 600.00000 600.00| 1000.00000 1000.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR#5 | | | 0031 801-06775 LUMP| 600.00000 600.00| 1000.00000 1000.00| 300.00000 300.00 MAINTAINING TRAFFIC , STR#6 | | | SECTION TOTALS | $ 215,013.00| $ 219,800.00| $ 226,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,013.00| $ 219,800.00| $ 226,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 351 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,199.98 ROUTE : I-70 CALL ORDER : 351 CONTRACT ID : B -25369-A COUNTIES : MARION HANCOCK LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-3350477 | | |EAGLE PAINTING & MAINTENANCE| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 12000.00000 12000.00| | PAINT STEEL BRIDGE , STR#1 | | | 0003 619-51859 LUMP| 9500.00000 9500.00| | PAINT STEEL BRIDGE , STR#2 | | | 0004 619-51859 LUMP| 18000.00000 18000.00| | PAINT STEEL BRIDGE , STR#3 | | | 0005 619-51859 LUMP| 14000.00000 14000.00| | PAINT STEEL BRIDGE , STR#4 | | | 0006 619-51859 LUMP| 12000.00000 12000.00| | PAINT STEEL BRIDGE , STR#5 | | | 0007 619-51859 LUMP| 12000.00000 12000.00| | PAINT STEEL BRIDGE , STR#6 | | | 0008 619-61000 LUMP| 12000.00000 12000.00| | CLEAN STEEL BRIDGE , STR#1 | | | 0009 619-61000 LUMP| 9500.00000 9500.00| | CLEAN STEEL BRIDGE , STR#2 | | | 0010 619-61000 LUMP| 18000.00000 18000.00| | CLEAN STEEL BRIDGE , STR#3 | | | 0011 619-61000 LUMP| 14000.00000 14000.00| | CLEAN STEEL BRIDGE , STR#4 | | | 0012 619-61000 LUMP| 12000.00000 12000.00| | CLEAN STEEL BRIDGE , STR#5 | | | 0013 619-61000 LUMP| 12000.00000 12000.00| | CLEAN STEEL BRIDGE , STR#6 | | | 0014 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#1 | | | 0015 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#2 | | | 0016 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#3 | | | 0017 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#4 | | | 0018 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#5 | | | 0019 619-93423 LUMP| 5000.00000 5000.00| | POLLUTION CONTROL , STR#6 | | | 0020 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 351 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 261,199.98 ROUTE : I-70 CALL ORDER : 351 CONTRACT ID : B -25369-A COUNTIES : MARION HANCOCK LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-3350477 | | |EAGLE PAINTING & MAINTENANCE| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#2 | | | 0022 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#3 | | | 0023 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#4 | | | 0024 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#5 | | | 0025 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR#6 | | | 0026 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC , STR#1 | | | 0027 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC , STR#2 | | | 0028 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC , STR#3 | | | 0029 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC , STR#4 | | | 0030 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC , STR#5 | | | 0031 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC , STR#6 | | | SECTION TOTALS | $ 231,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 231,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B197006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 1,004,331.71 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,137,779.69 113.2872% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,176,986.00 117.1909% 4 35-1609544 SCHUTT-LOOKABILL CO $ 1,233,778.02 122.8456% 5 35-1212938 ATLAS EXCAVATING, INC. $ 1,395,969.30 138.9948% 6 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,546,175.31 153.9506% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-2040801 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 8.000 MOS | 750.00000 6000.00| 1400.00000 11200.00| 1500.00000 12000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9600.00000 9600.00| 7000.00000 7000.00| 9600.00000 9600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 56000.00000 56000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 22000.00000 22000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2558.000 m2 | 6.50000 16627.00| 9.00000 23022.00| 10.00000 25580.00 PAVEMENT, REMOVE | | | 0006 202-02278 379.000 m | 7.50000 2842.50| 5.00000 1895.00| 5.00000 1895.00 CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 62514.00000 62514.00| 123500.00000 123500.00| 31000.00000 31000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 334.000 m2 | 5.75000 1920.50| 5.50000 1837.00| 8.00000 2672.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93047 2.000 EACH| 1655.00000 3310.00| 700.00000 1400.00| 250.00000 500.00 MANHOLE, REMOVE | | | 0011 203-02000 62.000 m3 | 10.00000 620.00| 44.00000 2728.00| 35.00000 2170.00 EXCAVATION, COMMON | | | 0012 203-02020 1540.700 m3 | 10.00000 15407.00| 15.00000 23110.50| 20.00000 30814.00 EXCAVATION, UNCLASSIFIED | | | 0013 205-02224 300.000 m | 5.90000 1770.00| 5.00000 1500.00| 5.90000 1770.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-2040801 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02236 4.000 EACH| 60.00000 240.00| 70.00000 280.00| 60.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 206-51220 184.000 m3 | 300.00000 55200.00| 25.00000 4600.00| 35.00000 6440.00 EXCAVATION, WET | | | 0016 211-02050 280.000 m3 | 17.50000 4900.00| 15.00000 4200.00| 30.00000 8400.00 B BORROW | | | 0017 211-02060 861.000 m3 | 19.20000 16531.20| 26.00000 22386.00| 35.00000 30135.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 103.000 m3 | 120.00000 12360.00| 120.00000 12360.00| 150.00000 15450.00 FLOWABLE MORTAR | | | 0019 303-52308 281.700 Mg | 14.60000 4112.82| 30.00000 8451.00| 25.00000 7042.50 COMPACTED AGGREGATE, O, 53 | | | 0020 402-05468 915.000 Mg | 30.85000 28227.75| 30.85000 28227.75| 40.00000 36600.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05470 395.000 Mg | 34.10000 13469.50| 34.10000 13469.50| 42.00000 16590.00 HMA BASE C25.0 mm, MAINLINE | | | 0022 402-05474 419.000 Mg | 31.75000 13303.25| 31.75000 13303.25| 42.50000 17807.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 191.000 Mg | 39.40000 7525.40| 39.40000 7525.40| 55.00000 10505.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05520 2.700 Mg | 200.00000 540.00| 200.00000 540.00| 230.00000 621.00 ASPHALT FOR TACK COAT | | | 0025 601-01522 1.000 EACH| 1250.00000 1250.00| 1300.00000 1300.00| 1250.00000 1250.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 1.000 EACH| 2125.00000 2125.00| 2200.00000 2200.00| 2125.00000 2125.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 7.620 m | 34.00000 259.08| 36.00000 274.32| 34.00000 259.08 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 15.000 EACH| 9.00000 135.00| 9.50000 142.50| 9.00000 135.00 BARRIER DELINEATOR | | | 0030 604-06069 54.800 m2 | 51.50000 2822.20| 50.00000 2740.00| 50.00000 2740.00 CURB RAMP, CONCRETE | | | 0031 604-06070 568.600 m2 | 25.30000 14385.58| 35.00000 19901.00| 28.00000 15920.80 SIDEWALK, CONCRETE | | | 0032 605-06120 48.000 m | 80.00000 3840.00| 68.00000 3264.00| 63.00000 3024.00 CURB, CONCRETE | | | 0033 605-06155 265.000 m | 47.00000 12455.00| 68.00000 18020.00| 58.00000 15370.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0034 610-06257 287.000 m2 | 50.00000 14350.00| 65.00000 18655.00| 65.00000 18655.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-2040801 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 611-05330 297.200 m2 | 33.00000 9807.60| 50.00000 14860.00| 45.00000 13374.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-95728 203.000 m2 | 39.40000 7998.20| 60.00000 12180.00| 52.00000 10556.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0037 615-06490 18.000 EACH| 102.00000 1836.00| 105.00000 1890.00| 102.00000 1836.00 RIGHT OF WAY MARKER | | | 0038 615-06505 4.000 EACH| 410.00000 1640.00| 430.00000 1720.00| 410.00000 1640.00 MONUMENT, B | | | 0039 616-02320 960.000 m2 | 1.85000 1776.00| 2.25000 2160.00| 3.00000 2880.00 GEOTEXTILES | | | 0040 616-05688 570.000 Mg | 18.25000 10402.50| 23.00000 13110.00| 25.00000 14250.00 RIPRAP, CLASS 1 | | | 0041 616-05689 485.000 Mg | 20.35000 9869.75| 27.00000 13095.00| 26.00000 12610.00 RIPRAP, CLASS 2 | | | 0042 616-06405 70.000 Mg | 17.40000 1218.00| 32.00000 2240.00| 24.00000 1680.00 RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH| 500.00000 500.00| 525.00000 525.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06560 2270.000 m2 | 0.60000 1362.00| 0.50000 1135.00| 0.60000 1362.00 MULCHED SEEDING, U | | | 0045 622-52436 2.000 EACH| 25.00000 50.00| 30.00000 60.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 15.000 EACH| 10.00000 150.00| 22.50000 337.50| 10.00000 150.00 SEEDLING | | | 0047 701-51195 306.000 m | 67.00000 20502.00| 72.00000 22032.00| 100.00000 30600.00 PILE, STEEL H, HP 310 X 79 | | | 0048 701-93658 420.000 m | 71.75000 30135.00| 82.00000 34440.00| 110.00000 46200.00 PILE, STEEL H, HP 310 X 93 | | | 0049 702-51005 78.100 m3 | 500.00000 39050.00| 400.00000 31240.00| 500.00000 39050.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 28.300 m3 | 400.00000 11320.00| 400.00000 11320.00| 500.00000 14150.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 12229.000 kg | 1.00000 12229.00| 1.10000 13451.90| 1.25000 15286.25 REINFORCING STEEL | | | 0052 703-51032 47503.000 kg | 1.15000 54628.45| 1.18000 56053.54| 1.40000 66504.20 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 519.100 m3 | 315.00000 163516.50| 400.00000 207640.00| 500.00000 259550.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-2040801 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 706-51025 86.000 m | 345.00000 29670.00| 277.00000 23822.00| 250.00000 21500.00 CONCRETE, C, RAILING | | | 0055 709-51821 LUMP| 3690.00000 3690.00| 3000.00000 3000.00| 3150.00000 3150.00 SURFACE SEAL | | | 0057 715-03795 70.100 m | 191.00000 13389.10| 175.00000 12267.50| 200.00000 14020.00 PIPE, DUCTILE IRON, 150 mm | | | 0058 715-05048 260.000 m | 9.60000 2496.00| 19.00000 4940.00| 8.00000 2080.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0059 715-05149 96.200 m | 66.00000 6349.20| 55.00000 5291.00| 100.00000 9620.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05151 91.800 m | 88.00000 8078.40| 71.00000 6517.80| 125.00000 11475.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05409 5.500 m | 745.00000 4097.50| 500.00000 2750.00| 75.00000 412.50 PIPE, SANITARY SEWER, 250 mm | | | 0062 715-05411 18.200 m | 445.00000 8099.00| 225.00000 4095.00| 100.00000 1820.00 PIPE, SANITARY SEWER, 300 mm | | | 0063 715-46000 1.000 EACH| 170.00000 170.00| 200.00000 200.00| 150.00000 150.00 PIPE END SECTION, 300 mm | | | 0064 715-46005 1.000 EACH| 252.00000 252.00| 225.00000 225.00| 300.00000 300.00 PIPE END SECTION, 375 mm | | | 0065 715-90052 LUMP| 49000.00000 49000.00| 63000.00000 63000.00| 70000.00000 70000.00 LIFT STATION , SANITARY | | | 0066 718-52610 48.600 m3 | 38.60000 1875.96| 30.00000 1458.00| 30.00000 1458.00 AGGREGATE FOR UNDERDRAINS | | | 0067 720-06658 7.400 m | 584.00000 4321.60| 1350.00000 9990.00| 75.00000 555.00 MANHOLE STRUCTURAL LINING | | | 0068 720-44000 3.000 EACH| 395.00000 1185.00| 230.00000 690.00| 300.00000 900.00 CASTING, ADJUST TO GRADE | | | 0069 720-45400 4.000 EACH| 3000.00000 12000.00| 2400.00000 9600.00| 2250.00000 9000.00 MANHOLE, A4 | | | 0070 720-98174 2.000 EACH| 1520.00000 3040.00| 1775.00000 3550.00| 2000.00000 4000.00 INLET, B15 | | | 0071 720-98555 2.000 EACH| 1520.00000 3040.00| 1775.00000 3550.00| 2000.00000 4000.00 INLET, C15 | | | 0072 731-93947 38.000 m | 238.00000 9044.00| 75.00000 2850.00| 75.00000 2850.00 LEVELING PAD, CONCRETE | | | 0073 801-04308 4.000 EACH| 150.00000 600.00| 160.00000 640.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 8.000 EACH| 66.00000 528.00| 70.00000 560.00| 66.00000 528.00 BARRICADE, IIIA | | | 0075 801-06606 8.000 EACH| 76.00000 608.00| 80.00000 640.00| 76.00000 608.00 BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1917625 |(3) 35-2040801 |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06625 19.000 EACH| 90.00000 1710.00| 95.00000 1805.00| 90.00000 1710.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 18.000 EACH| 56.00000 1008.00| 60.00000 1080.00| 56.00000 1008.00 CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP| 7300.00000 7300.00| 10000.00000 10000.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0079 802-03896 10.000 EACH| 360.00000 3600.00| 375.00000 3750.00| 360.00000 3600.00 BOLLARD , CONCRETE | | | 0080 802-76035 1.120 m2 | 190.00000 212.80| 200.00000 224.00| 190.00000 212.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0081 802-76055 8.200 m | 18.00000 147.60| 20.00000 164.00| 18.00000 147.60 SIGN POST, A | | | 0082 808-03439 36.700 m | 9.50000 348.65| 10.00000 367.00| 9.50000 348.65 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0083 808-06703 398.100 m | 1.05000 418.01| 1.10000 437.91| 1.05000 418.01 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-75245 291.200 m | 1.05000 305.76| 1.10000 320.32| 1.05000 305.76 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 7.300 m | 9.50000 69.35| 10.00000 73.00| 9.50000 69.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 715-04629 1.000 EACH| 4300.00000 4300.00| 5000.00000 5000.00| 2500.00000 2500.00 PIPE , REMOVAL | | | 0087 601-06234 1.000 EACH| 14600.00000 14600.00| 15000.00000 15000.00| 14600.00000 14600.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0088 731-93945 140.000 m2 | 178.60000 25004.00| 200.00000 28000.00| 300.00000 42000.00 FACE PANELS, CONCRETE | | | 0089 731-93946 140.000 m2 | 51.00000 7140.00| 110.00000 15400.00| 100.00000 14000.00 WALL ERECTION | | | SECTION TOTALS | $ 1,004,331.71| $ 1,137,779.69| $ 1,176,986.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,004,331.71| $ 1,137,779.69| $ 1,176,986.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-0906416 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 8.000 MOS | 1703.77000 13630.16| 1000.00000 8000.00| 1174.44580 9395.57 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13886.40000 13886.40| 12000.00000 12000.00| 10632.65000 10632.65 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 61685.00000 61685.00| 70000.00000 70000.00| 77308.77000 77308.77 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 21002.71000 21002.71| 27000.00000 27000.00| 109734.21000 109734.21 CLEARING RIGHT OF WAY | | | 0005 202-02240 2558.000 m2 | 8.70000 22254.60| 11.00000 28138.00| 8.34750 21352.91 PAVEMENT, REMOVE | | | 0006 202-02278 379.000 m | 7.22000 2736.38| 5.50000 2084.50| 11.09090 4203.45 CURB, CONCRETE, REMOVE | | | 0007 202-51330 LUMP| 65398.00000 65398.00| 118000.00000 118000.00| 110905.44000 110905.44 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 334.000 m2 | 3.53000 1179.02| 6.50000 2171.00| 7.26310 2425.88 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-93047 2.000 EACH| 1325.25000 2650.50| 900.00000 1800.00| 2651.62900 5303.26 MANHOLE, REMOVE | | | 0011 203-02000 62.000 m3 | 29.00000 1798.00| 25.00000 1550.00| 26.82160 1662.94 EXCAVATION, COMMON | | | 0012 203-02020 1540.700 m3 | 34.10000 52537.87| 24.00000 36976.80| 26.82160 41324.04 EXCAVATION, UNCLASSIFIED | | | 0013 205-02224 300.000 m | 6.50000 1950.00| 6.50000 1950.00| 6.39930 1919.79 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02236 4.000 EACH| 66.10000 264.40| 95.00000 380.00| 63.25950 253.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 206-51220 184.000 m3 | 211.89000 38987.76| 350.00000 64400.00| 23.09510 4249.50 EXCAVATION, WET | | | 0016 211-02050 280.000 m3 | 25.51000 7142.80| 22.00000 6160.00| 39.99110 11197.51 B BORROW | | | 0017 211-02060 861.000 m3 | 26.87000 23135.07| 29.00000 24969.00| 41.71490 35916.53 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 103.000 m3 | 85.43000 8799.29| 100.00000 10300.00| 107.56250 11078.94 FLOWABLE MORTAR | | | 0019 303-52308 281.700 Mg | 21.26000 5988.94| 18.50000 5211.45| 31.86470 8976.29 COMPACTED AGGREGATE, O, 53 | | | 0020 402-05468 915.000 Mg | 33.99000 31100.85| 37.00000 33855.00| 32.54110 29775.11 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-0906416 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05470 395.000 Mg | 37.57000 14840.15| 40.50000 15997.50| 36.02770 14230.94 HMA BASE C25.0 mm, MAINLINE | | | 0022 402-05474 419.000 Mg | 34.98000 14656.62| 39.50000 16550.50| 33.70330 14121.68 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 191.000 Mg | 43.40000 8289.40| 52.00000 9932.00| 41.83860 7991.17 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05520 2.700 Mg | 220.32000 594.86| 270.00000 729.00| 211.51800 571.10 ASPHALT FOR TACK COAT | | | 0025 601-01522 1.000 EACH| 1377.00000 1377.00| 1350.00000 1350.00| 1317.90890 1317.91 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 1.000 EACH| 2340.90000 2340.90| 2300.00000 2300.00| 2240.44200 2240.44 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 7.620 m | 37.45000 285.37| 36.00000 274.32| 38.04990 289.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 15.000 EACH| 9.91000 148.65| 9.00000 135.00| 9.48890 142.33 BARRIER DELINEATOR | | | 0030 604-06069 54.800 m2 | 44.59000 2443.53| 41.00000 2246.80| 133.82920 7333.84 CURB RAMP, CONCRETE | | | 0031 604-06070 568.600 m2 | 25.55000 14527.73| 29.00000 16489.40| 33.99030 19326.88 SIDEWALK, CONCRETE | | | 0032 605-06120 48.000 m | 62.64000 3006.72| 34.00000 1632.00| 89.89700 4315.06 CURB, CONCRETE | | | 0033 605-06155 265.000 m | 56.47000 14964.55| 34.00000 9010.00| 50.54590 13394.66 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0034 610-06257 287.000 m2 | 58.36000 16749.32| 49.00000 14063.00| 71.99680 20663.08 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0035 611-05330 297.200 m2 | 35.83000 10648.68| 35.00000 10402.00| 40.60730 12068.49 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0036 611-95728 203.000 m2 | 43.87000 8905.61| 54.00000 10962.00| 50.49210 10249.90 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0037 615-06490 18.000 EACH| 112.36000 2022.48| 110.00000 1980.00| 107.54120 1935.74 RIGHT OF WAY MARKER | | | 0038 615-06505 4.000 EACH| 451.66000 1806.64| 440.00000 1760.00| 432.27350 1729.09 MONUMENT, B | | | 0039 616-02320 960.000 m2 | 3.90000 3744.00| 4.50000 4320.00| 15.29550 14683.68 GEOTEXTILES | | | 0040 616-05688 570.000 Mg | 43.30000 24681.00| 36.00000 20520.00| 44.80210 25537.20 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-0906416 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-05689 485.000 Mg | 49.48000 23997.80| 36.00000 17460.00| 48.40500 23476.43 RIPRAP, CLASS 2 | | | 0042 616-06405 70.000 Mg | 37.59000 2631.30| 20.00000 1400.00| 42.94260 3005.98 RIPRAP, REVETMENT | | | 0043 621-01004 1.000 EACH| 550.80000 550.80| 530.00000 530.00| 527.16280 527.16 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06560 2270.000 m2 | 0.66000 1498.20| 0.65000 1475.50| 0.64310 1459.84 MULCHED SEEDING, U | | | 0045 622-52436 2.000 EACH| 27.54000 55.08| 26.00000 52.00| 26.35000 52.72 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 15.000 EACH| 11.02000 165.30| 10.80000 162.00| 10.54330 158.15 SEEDLING | | | 0047 701-51195 306.000 m | 99.00000 30294.00| 115.00000 35190.00| 115.06860 35210.99 PILE, STEEL H, HP 310 X 79 | | | 0048 701-93658 420.000 m | 115.50000 48510.00| 120.00000 50400.00| 120.99080 50816.14 PILE, STEEL H, HP 310 X 93 | | | 0049 702-51005 78.100 m3 | 368.76000 28800.16| 325.00000 25382.50| 642.56720 50184.50 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 28.300 m3 | 561.51000 15890.73| 310.00000 8773.00| 1575.56850 44588.59 CONCRETE, B, FOOTINGS | | | 0051 703-51030 12229.000 kg | 1.17000 14307.93| 1.30000 15897.70| 1.15460 14119.60 REINFORCING STEEL | | | 0052 703-51032 47503.000 kg | 1.35000 64129.05| 1.40000 66504.20| 1.25400 59568.76 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 519.100 m3 | 340.31000 176654.92| 375.00000 194662.50| 485.64900 252100.40 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-51025 86.000 m | 262.46000 22571.56| 275.00000 23650.00| 297.34190 25571.40 CONCRETE, C, RAILING | | | 0055 709-51821 LUMP| 3774.00000 3774.00| 7300.00000 7300.00| 3584.71000 3584.71 SURFACE SEAL | | | 0057 715-03795 70.100 m | 260.12000 18234.41| 375.00000 26287.50| 492.39900 34517.17 PIPE, DUCTILE IRON, 150 mm | | | 0058 715-05048 260.000 m | 17.11000 4448.60| 6.50000 1690.00| 31.13160 8094.22 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0059 715-05149 96.200 m | 72.63000 6987.01| 115.00000 11063.00| 136.52950 13134.14 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05151 91.800 m | 91.38000 8388.68| 120.00000 11016.00| 149.70870 13743.26 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05409 5.500 m | 366.32000 2014.76| 420.00000 2310.00| 1060.03410 5830.19 PIPE, SANITARY SEWER, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-0906416 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-05411 18.200 m | 183.02000 3330.96| 395.00000 7189.00| 367.87240 6695.28 PIPE, SANITARY SEWER, 300 mm | | | 0063 715-46000 1.000 EACH| 211.95000 211.95| 215.00000 215.00| 606.23720 606.24 PIPE END SECTION, 300 mm | | | 0064 715-46005 1.000 EACH| 278.92000 278.92| 235.00000 235.00| 676.87710 676.88 PIPE END SECTION, 375 mm | | | 0065 715-90052 LUMP| 88629.84000 88629.84| 115000.00000 115000.00| 78510.35000 78510.35 LIFT STATION , SANITARY | | | 0066 718-52610 48.600 m3 | 40.13000 1950.32| 76.00000 3693.60| 54.91190 2668.72 AGGREGATE FOR UNDERDRAINS | | | 0067 720-06658 7.400 m | 1101.60000 8151.84| 3450.00000 25530.00| 1729.53770 12798.58 MANHOLE STRUCTURAL LINING | | | 0068 720-44000 3.000 EACH| 543.92000 1631.76| 275.00000 825.00| 830.80860 2492.43 CASTING, ADJUST TO GRADE | | | 0069 720-45400 4.000 EACH| 2714.53000 10858.12| 1800.00000 7200.00| 4006.43760 16025.75 MANHOLE, A4 | | | 0070 720-98174 2.000 EACH| 1677.73000 3355.46| 1600.00000 3200.00| 3257.86620 6515.73 INLET, B15 | | | 0071 720-98555 2.000 EACH| 1778.63000 3557.26| 1600.00000 3200.00| 3110.26060 6220.52 INLET, C15 | | | 0072 731-93947 38.000 m | 157.89000 5999.82| 50.00000 1900.00| 227.37400 8640.21 LEVELING PAD, CONCRETE | | | 0073 801-04308 4.000 EACH| 165.24000 660.96| 175.00000 700.00| 158.14890 632.60 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 8.000 EACH| 72.71000 581.68| 85.00000 680.00| 69.58550 556.68 BARRICADE, IIIA | | | 0075 801-06606 8.000 EACH| 83.72000 669.76| 95.00000 760.00| 80.12870 641.03 BARRICADE, IIIB | | | 0076 801-06625 19.000 EACH| 99.14000 1883.66| 100.00000 1900.00| 94.88930 1802.90 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 18.000 EACH| 61.69000 1110.42| 80.00000 1440.00| 59.04220 1062.76 CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP| 9374.46000 9374.46| 25000.00000 25000.00| 7224.04000 7224.04 MAINTAINING TRAFFIC | | | 0079 802-03896 10.000 EACH| 396.58000 3965.80| 380.00000 3800.00| 379.55720 3795.57 BOLLARD , CONCRETE | | | 0080 802-76035 1.120 m2 | 209.30000 234.42| 205.00000 229.60| 204.27530 228.79 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0081 802-76055 8.200 m | 19.83000 162.61| 19.50000 159.90| 20.75460 170.19 SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 361 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,407,277.57 ROUTE : WEST MICHIGAN STREET CALL ORDER : 361 CONTRACT ID : B -25413-A COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1212938 |(6) 35-0906416 |SCHUTT-LOOKABILL CO |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 808-03439 36.700 m | 10.47000 384.25| 10.20000 374.34| 10.03120 368.15 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0083 808-06703 398.100 m | 1.15000 457.82| 1.10000 437.91| 1.21060 481.94 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0084 808-75245 291.200 m | 1.15000 334.88| 1.10000 320.32| 1.21060 352.53 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0085 808-75297 7.300 m | 10.47000 76.43| 10.20000 74.46| 10.03120 73.23 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 715-04629 1.000 EACH| 5398.61000 5398.61| 20000.00000 20000.00| 17665.22610 17665.23 PIPE , REMOVAL | | | 0087 601-06234 1.000 EACH| 16083.36000 16083.36| 15600.00000 15600.00| 15445.87030 15445.87 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0088 731-93945 140.000 m2 | 200.00000 28000.00| 210.00000 29400.00| 242.94000 34011.60 FACE PANELS, CONCRETE | | | 0089 731-93946 140.000 m2 | 288.41000 40377.40| 215.00000 30100.00| 73.63000 10308.20 WALL ERECTION | | | SECTION TOTALS | $ 1,233,778.02| $ 1,395,969.30| $ 1,546,175.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,233,778.02| $ 1,395,969.30| $ 1,546,175.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 365 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,940.00 ROUTE : I-70 CALL ORDER : 365 CONTRACT ID : B -25557-B COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0703217 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 822,691.70 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 1,020,533.75 124.0481% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,075,589.00 130.7402% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| 1400.00000 8400.00| 1700.00000 10200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 6600.00000 6600.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 51000.00000 51000.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 44.000 m2 | 120.00000 5280.00| 60.00000 2640.00| 90.00000 3960.00 PAVEMENT, REMOVE | | | 0005 202-02241 40.000 m | 15.00000 600.00| 12.30000 492.00| 11.50000 460.00 GUARDRAIL, REMOVE | | | 0006 202-02446 4.000 m | 150.00000 600.00| 500.00000 2000.00| 930.00000 3720.00 BRIDGE RAILING, CONCRETE, REMOVE | | | 0007 202-03135 1.394 m2 | 800.00000 1115.20| 1500.00000 2091.00| 717.36000 1000.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-51133 416.000 m | 6.50000 2704.00| 6.90000 2870.40| 7.00000 2912.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 170000.00000 170000.00| 288680.00000 288680.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 211-06467 11.000 m3 | 100.00000 1100.00| 90.00000 990.00| 130.00000 1430.00 AGGREGATE FOR END BENT BACKFILL | | | 0011 303-52308 14.400 Mg | 100.00000 1440.00| 80.00000 1152.00| 100.00000 1440.00 COMPACTED AGGREGATE, O, 53 | | | 0012 601-03130 4.000 EACH| 500.00000 2000.00| 460.00000 1840.00| 450.00000 1800.00 GUARDRAIL TRANSITION, W THRIE BEAM, | | | 1.905 m | | | 0013 601-99132 4.000 EACH| 100.00000 400.00| 63.00000 252.00| 60.00000 240.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 365 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,940.00 ROUTE : I-70 CALL ORDER : 365 CONTRACT ID : B -25557-B COUNTIES : MARION LETTING DATE : 06/19/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1917625 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 602-06646 600.000 m | 10.00000 6000.00| 80.38000 48228.00| 27.00000 16200.00 TEMPORARY CONCRETE BARRIER WALL | | | 0015 602-06729 4.000 EACH| 12.00000 48.00| 14.00000 56.00| 13.00000 52.00 BARRIER DELINEATOR | | | 0016 610-06257 43.800 m2 | 250.00000 10950.00| 100.00000 4380.00| 100.00000 4380.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0017 616-02320 82.800 m2 | 5.00000 414.00| 5.00000 414.00| 5.00000 414.00 GEOTEXTILES | | | 0018 702-51110 350.000 kg | 5.00000 1750.00| 8.00000 2800.00| 8.00000 2800.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0019 702-92857 12.600 m3 | 2500.00000 31500.00| 900.00000 11340.00| 850.00000 10710.00 CONCRETE, C, SUBSTRUCTURE | | | 0020 703-01540 298.000 EACH| 20.00000 5960.00| 14.00000 4172.00| 12.00000 3576.00 THREADED TIE BAR ASSEMBLY | | | 0021 703-51030 8305.000 kg | 2.50000 20762.50| 1.87000 15530.35| 2.20000 18271.00 REINFORCING STEEL | | | 0022 704-51002 24.800 m3 | 2500.00000 62000.00| 600.00000 14880.00| 1900.00000 47120.00 CONCRETE, C, SUPERSTRUCTURE | | | 0023 706-51025 6.000 m | 250.00000 1500.00| 400.00000 2400.00| 650.00000 3900.00 CONCRETE, C, RAILING | | | 0024 706-91957 416.000 m | 128.00000 53248.00| 130.00000 54080.00| 119.00000 49504.00 BRIDGE RAILING, THRIE BEAM | | | 0025 709-51821 LUMP| 1000.00000 1000.00| 312.00000 312.00| 2000.00000 2000.00 SURFACE SEAL | | | 0026 722-51401 1320.000 m2 | 60.00000 79200.00| 135.00000 178200.00| 355.00000 468600.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0027 722-51852 1760.000 m2 | 50.00000 88000.00| 122.45000 215512.00| 103.00000 181280.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0028 801-01093 8.000 EACH| 500.00000 4000.00| 633.00000 5064.00| 600.00000 4800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0029 801-06640 24.000 EACH| 180.00000 4320.00| 66.00000 1584.00| 55.00000 1320.00 CONSTRUCTION SIGN, A | | | 0030 801-06710 360.000 DAY | 10.00000 3600.00| 16.00000 5760.00| 25.00000 9000.00 FLASHING ARROW SIGN | | | 0031 801-06775 LUMP| 200000.00000 200000.00| 75600.00000 75600.00| 110000.00000 110000.00 MAINTAINING TRAFFIC | | | 0032 801-09133 3.000 EACH| 4500.00000 13500.00| 3738.00000 11214.00| 3500.00000 10500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 822,691.70| $ 1,020,533.75| $ 1,075,589.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 822,691.70| $ 1,020,533.75| $ 1,075,589.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,171,832.92 ROUTE : US 20 CALL ORDER : 371 CONTRACT ID : B -25652-A COUNTIES : ST. JOSEPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/25/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1538023 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 1,635,111.63 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,656,724.32 101.3217% 3 36-2231526 WALSH CONSTR CO OF ILL $ 1,980,728.00 121.1371% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,097,294.04 128.2661% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1543.63000 18523.56| 1150.01000 13800.12| 2042.50000 24510.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14171.10000 14171.10| 25142.42000 25142.42| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 82466.58000 82466.58| 86952.15000 86952.15| 99000.00000 99000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 392.000 m2 | 19.82000 7769.44| 18.01000 7059.92| 40.00000 15680.00 PAVEMENT, REMOVE | | | 0005 202-51133 119.000 m | 8.65000 1029.35| 3.10000 368.90| 50.00000 5950.00 RAILING, REMOVE | | | 0006 202-51328 LUMP| 82548.79000 82548.79| 137690.73000 137690.73| 271470.00000 271470.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 211.000 m2 | 7.94000 1675.34| 35.77000 7547.47| 14.03000 2960.33 SLOPEWALL, REMOVE | | | 0008 202-91385 4.000 EACH| 391.36000 1565.44| 180.09000 720.36| 85.05000 340.20 INLET, REMOVE | | | 0009 203-02000 4874.000 m3 | 19.83000 96651.42| 7.02000 34215.48| 10.00000 48740.00 EXCAVATION, COMMON | | | 0010 203-02070 8686.000 m3 | 12.48000 108401.28| 5.06000 43951.16| 9.12000 79216.32 BORROW | | | 0011 206-51230 273.200 m3 | 36.58000 9993.66| 35.48000 9693.14| 22.13000 6045.92 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 303-52308 787.500 Mg | 19.22000 15135.75| 23.12000 18207.00| 18.12000 14269.50 COMPACTED AGGREGATE, O, 53 | | | 0013 404-05511 876.000 m2 | 5.50000 4818.00| 15.09000 13218.84| 5.50000 4818.00 SEAL COAT, 2 | | | 0014 406-05521 1683.000 m2 | 1.00000 1683.00| 2.00000 3366.00| 1.00000 1683.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,171,832.92 ROUTE : US 20 CALL ORDER : 371 CONTRACT ID : B -25652-A COUNTIES : ST. JOSEPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 502-06327 947.000 m2 | 66.10000 62596.70| 48.78000 46194.66| 40.95000 38779.65 PCCP, 250 mm | | | 0016 503-05310 43.200 m | 663.73000 28673.14| 344.77000 14894.06| 259.74000 11220.77 TERMINAL JOINT | | | 0017 601-01522 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00| 1160.00000 4640.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 2.000 EACH| 9250.00000 18500.00| 9250.00000 18500.00| 7605.00000 15210.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06035 209.550 m | 34.00000 7124.70| 34.00000 7124.70| 34.00000 7124.70 GUARDRAIL, RESET | | | 0020 601-99105 112.395 m | 35.00000 3933.83| 35.00000 3933.83| 36.00000 4046.22 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99132 1.000 EACH| 65.00000 65.00| 65.00000 65.00| 110.00000 110.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06032 32.500 m | 147.60000 4797.00| 266.74000 8669.05| 190.00000 6175.00 BARRIER, MEDIAN, CONCRETE | | | 0023 602-06639 87.000 m | 59.95000 5215.65| 20.27000 1763.49| 43.00000 3741.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 1072.000 m | 42.93000 46020.96| 18.89000 20250.08| 54.72000 58659.84 TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 48.000 EACH| 4.00000 192.00| 4.00000 192.00| 4.00000 192.00 BARRIER DELINEATOR | | | 0026 605-05523 196.000 m | 26.00000 5096.00| 26.00000 5096.00| 26.00000 5096.00 CURB, HMA | | | 0027 610-05527 2037.400 Mg | 42.80000 87200.72| 42.80000 87200.72| 42.80000 87200.72 HMA FOR APPROACHES | | | 0028 610-06257 710.000 m2 | 45.23000 32113.30| 37.03000 26291.30| 40.12000 28485.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 616-02320 1504.000 m2 | 3.75000 5640.00| 2.42000 3639.68| 1.46000 2195.84 GEOTEXTILES | | | 0030 616-06405 1506.600 Mg | 26.07000 39277.06| 28.62000 43118.89| 22.68000 34169.69 RIPRAP, REVETMENT | | | 0031 616-51367 162.000 m2 | 91.85000 14879.70| 56.04000 9078.48| 50.94000 8252.28 SLOPEWALL, CONCRETE, 100 mm | | | 0032 621-01004 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 7692.000 m2 | 0.60000 4615.20| 0.60000 4615.20| 0.60000 4615.20 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,171,832.92 ROUTE : US 20 CALL ORDER : 371 CONTRACT ID : B -25652-A COUNTIES : ST. JOSEPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 701-01849 707.200 m | 105.52000 74623.74| 91.70000 64850.24| 126.29000 89312.29 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0035 702-51005 189.200 m3 | 447.36000 84640.51| 505.89000 95714.39| 550.00000 104060.00 CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 48.800 m3 | 336.74000 16432.91| 375.70000 18334.16| 400.00000 19520.00 CONCRETE, B, FOOTINGS | | | 0037 702-51090 146.000 kg | 35.96000 5250.16| 10.00000 1460.00| 22.05000 3219.30 BRONZE PLATES | | | 0038 702-51863 224.000 EACH| 15.21000 3407.04| 12.76000 2858.24| 7.44000 1666.56 FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51030 23883.000 kg | 0.98000 23405.34| 0.89000 21255.87| 0.93000 22211.19 REINFORCING STEEL | | | 0040 703-51032 65512.000 kg | 1.08000 70752.96| 0.92000 60271.04| 1.08000 70752.96 REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 463.200 m3 | 463.67000 214771.94| 481.58000 223067.86| 550.00000 254760.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1000.00000 4000.00| 992.66000 3970.64| 1545.82000 6183.28 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 58.200 m3 | 400.00000 23280.00| 548.29000 31910.48| 657.88000 38288.62 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 10500.00000 10500.00| 11157.00000 11157.00| 10500.00000 10500.00 SURFACE SEAL | | | 0045 711-51038 LUMP| 174694.39000 174694.39| 287042.11000 287042.11| 210639.95000 210639.95 STRUCTURAL STEEL | | | 0046 711-51864 276.000 EACH| 10.00000 2760.00| 15.28000 4217.28| 18.00000 4968.00 DRILLED HOLE | | | 0047 711-51877 LUMP| 7000.00000 7000.00| 27736.06000 27736.06| 6201.47000 6201.47 JACKING AND SUPPORTING BEAMS | | | 0048 711-96800 6216.000 EACH| 2.25000 13986.00| 1.90000 11810.40| 1.80000 11188.80 STUD SHEAR CONNECTOR | | | 0049 722-60824 324.000 m2 | 16.52000 5352.48| 5.00000 1620.00| 0.10000 32.40 SURFACE MILLING | | | 0050 726-99095 40.000 EACH| 632.36000 25294.40| 667.36000 26694.40| 484.00000 19360.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0051 801-06203 699.000 m | 0.65000 454.35| 0.65000 454.35| 0.65000 454.35 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0052 801-06207 5601.000 m | 2.62000 14674.62| 2.62000 14674.62| 2.62000 14674.62 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06469 880.000 m | 2.62000 2305.60| 2.62000 2305.60| 2.62000 2305.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,171,832.92 ROUTE : US 20 CALL ORDER : 371 CONTRACT ID : B -25652-A COUNTIES : ST. JOSEPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 36-2231526 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06606 10.000 EACH| 95.00000 950.00| 95.00000 950.00| 95.00000 950.00 BARRICADE, IIIB | | | 0055 801-06640 14.000 EACH| 89.00000 1246.00| 89.00000 1246.00| 89.00000 1246.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 CONSTRUCTION SIGN, B | | | 0057 801-06710 360.000 DAY | 16.00000 5760.00| 16.00000 5760.00| 16.00000 5760.00 FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 18824.95000 18824.95| 15724.40000 15724.40| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0059 808-01509 440.000 m | 4.92000 2164.80| 4.92000 2164.80| 4.92000 2164.80 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | 0060 808-06713 927.000 m | 0.65000 602.55| 0.65000 602.55| 0.65000 602.55 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0061 808-06714 1902.000 m | 0.65000 1236.30| 0.65000 1236.30| 0.65000 1236.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0062 808-06716 2053.000 m | 1.64000 3366.92| 1.64000 3366.92| 1.64000 3366.92 LINE, REMOVE | | | 0063 602-02098 2.000 EACH| 1800.00000 3600.00| 2153.89000 4307.78| 1952.33000 3904.66 MEDIAN BARRIER RAIL TRANSITION | | | SECTION TOTALS | $ 1,635,111.63| $ 1,656,724.32| $ 1,980,728.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,635,111.63| $ 1,656,724.32| $ 1,980,728.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,171,832.92 ROUTE : US 20 CALL ORDER : 371 CONTRACT ID : B -25652-A COUNTIES : ST. JOSEPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 3467.70000 41612.40| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 105000.00000 105000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 392.000 m2 | 18.00000 7056.00| | PAVEMENT, REMOVE | | | 0005 202-51133 119.000 m | 20.00000 2380.00| | RAILING, REMOVE | | | 0006 202-51328 LUMP| 278781.69000 278781.69| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51368 211.000 m2 | 25.00000 5275.00| | SLOPEWALL, REMOVE | | | 0008 202-91385 4.000 EACH| 250.00000 1000.00| | INLET, REMOVE | | | 0009 203-02000 4874.000 m3 | 10.00000 48740.00| | EXCAVATION, COMMON | | | 0010 203-02070 8686.000 m3 | 13.00000 112918.00| | BORROW | | | 0011 206-51230 273.200 m3 | 75.00000 20490.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 303-52308 787.500 Mg | 22.00000 17325.00| | COMPACTED AGGREGATE, O, 53 | | | 0013 404-05511 876.000 m2 | 6.50000 5694.00| | SEAL COAT, 2 | | | 0014 406-05521 1683.000 m2 | 0.25000 420.75| | ASPHALT FOR TACK COAT | | | 0015 502-06327 947.000 m2 | 50.00000 47350.00| | PCCP, 250 mm | | | 0016 503-05310 43.200 m | 300.00000 12960.00| | TERMINAL JOINT | | | 0017 601-01522 4.000 EACH| 1450.00000 5800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-04746 2.000 EACH| 9250.00000 18500.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06035 209.550 m | 34.00000 7124.70| | GUARDRAIL, RESET | | | 0020 601-99105 112.395 m | 35.00000 3933.83| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 371 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,171,832.92 ROUTE : US 20 CALL ORDER : 371 CONTRACT ID : B -25652-A COUNTIES : ST. JOSEPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-99132 1.000 EACH| 65.00000 65.00| | GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0022 602-06032 32.500 m | 225.00000 7312.50| | BARRIER, MEDIAN, CONCRETE | | | 0023 602-06639 87.000 m | 100.00000 8700.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 1072.000 m | 90.00000 96480.00| | TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 48.000 EACH| 9.00000 432.00| | BARRIER DELINEATOR | | | 0026 605-05523 196.000 m | 18.75000 3675.00| | CURB, HMA | | | 0027 610-05527 2037.400 Mg | 44.00000 89645.60| | HMA FOR APPROACHES | | | 0028 610-06257 710.000 m2 | 55.00000 39050.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 616-02320 1504.000 m2 | 3.00000 4512.00| | GEOTEXTILES | | | 0030 616-06405 1506.600 Mg | 25.00000 37665.00| | RIPRAP, REVETMENT | | | 0031 616-51367 162.000 m2 | 80.00000 12960.00| | SLOPEWALL, CONCRETE, 100 mm | | | 0032 621-01004 2.000 EACH| 750.00000 1500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 7692.000 m2 | 0.60000 4615.20| | MULCHED SEEDING, R | | | 0034 701-01849 707.200 m | 115.00000 81328.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0035 702-51005 189.200 m3 | 700.00000 132440.00| | CONCRETE, A, SUBSTRUCTURE | | | 0036 702-51015 48.800 m3 | 500.00000 24400.00| | CONCRETE, B, FOOTINGS | | | 0037 702-51090 146.000 kg | 15.00000 2190.00| | BRONZE PLATES | | | 0038 702-51863 224.000 EACH| 10.00000 2240.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-51030 23883.000 kg | 1.30000 31047.90| | REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 371 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,171,832.92 ROUTE : US 20 CALL ORDER : 371 CONTRACT ID : B -25652-A COUNTIES : ST. JOSEPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-51032 65512.000 kg | 1.40000 91716.80| | REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 463.200 m3 | 475.00000 220020.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-05732 4.000 EACH| 1200.00000 4800.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51020 58.200 m3 | 500.00000 29100.00| | CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 13000.00000 13000.00| | SURFACE SEAL | | | 0045 711-51038 LUMP| 300000.00000 300000.00| | STRUCTURAL STEEL | | | 0046 711-51864 276.000 EACH| 22.00000 6072.00| | DRILLED HOLE | | | 0047 711-51877 LUMP| 20000.00000 20000.00| | JACKING AND SUPPORTING BEAMS | | | 0048 711-96800 6216.000 EACH| 1.80000 11188.80| | STUD SHEAR CONNECTOR | | | 0049 722-60824 324.000 m2 | 15.00000 4860.00| | SURFACE MILLING | | | 0050 726-99095 40.000 EACH| 300.00000 12000.00| | BEARING ASSEMBLY, ELASTOMERIC, I | | | 0051 801-06203 699.000 m | 0.65000 454.35| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0052 801-06207 5601.000 m | 2.62000 14674.62| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06469 880.000 m | 2.62000 2305.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0054 801-06606 10.000 EACH| 95.00000 950.00| | BARRICADE, IIIB | | | 0055 801-06640 14.000 EACH| 89.00000 1246.00| | CONSTRUCTION SIGN, A | | | 0056 801-06645 4.000 EACH| 25.00000 100.00| | CONSTRUCTION SIGN, B | | | 0057 801-06710 360.000 DAY | 16.00000 5760.00| | FLASHING ARROW SIGN | | | 0058 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0059 808-01509 440.000 m | 5.00000 2200.00| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm, 600 mm LINE, 1200 mm GAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 371 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,171,832.92 ROUTE : US 20 CALL ORDER : 371 CONTRACT ID : B -25652-A COUNTIES : ST. JOSEPH LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06713 927.000 m | 0.65000 602.55| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0061 808-06714 1902.000 m | 0.65000 1236.30| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0062 808-06716 2053.000 m | 1.65000 3387.45| | LINE, REMOVE | | | 0063 602-02098 2.000 EACH| 2000.00000 4000.00| | MEDIAN BARRIER RAIL TRANSITION | | | SECTION TOTALS | $ 2,097,294.04| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,097,294.04| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 12/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : X855001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 762,244.90 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 826,726.71 108.4594% 3 35-1609544 SCHUTT-LOOKABILL CO $ 885,776.93 116.2063% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 973,200.00 127.6755% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 998,425.61 130.9848% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1128289 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2500.00000 15000.00| 1400.00000 8400.00| 1372.32000 8233.92 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 11000.00000 11000.00| 16782.30000 16782.30 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 37500.00000 37500.00| 40000.00000 40000.00| 44288.85000 44288.85 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| 17715.52000 17715.52 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 20000.00000 20000.00| 67596.00000 67596.00| 66509.11000 66509.11 PRESENT STRUCTURE, REMOVE | | | 0006 202-03000 LUMP| 5000.00000 5000.00| 2320.00000 2320.00| 3670.29000 3670.29 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0007 202-06542 10.000 EACH| 500.00000 5000.00| 100.00000 1000.00| 517.92000 5179.20 RELOCATE TREE | | | 0008 202-60820 270.000 m2 | 12.00000 3240.00| 11.00000 2970.00| 12.05000 3253.50 SURFACE MILLING, ASPHALT | | | 0009 203-02000 125.000 m3 | 25.00000 3125.00| 13.00000 1625.00| 202.86000 25357.50 EXCAVATION, COMMON | | | 0010 203-02070 700.000 m3 | 20.00000 14000.00| 13.00000 9100.00| 0.70000 490.00 BORROW | | | 0011 203-51223 890.000 m3 | 15.00000 13350.00| 8.00000 7120.00| 6.59000 5865.10 EXCAVATION, WATERWAY | | | 0012 205-02224 323.000 m | 3.00000 969.00| 5.00000 1615.00| 5.40000 1744.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1128289 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02237 11.000 EACH| 50.00000 550.00| 30.00000 330.00| 32.37000 356.07 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 206-51230 339.000 m3 | 50.00000 16950.00| 10.00000 3390.00| 130.00000 44070.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 206-51235 LUMP| 500.00000 500.00| 28344.90000 28344.90| 10622.00000 10622.00 COFFERDAM | | | 0016 211-02060 654.100 m3 | 20.00000 13082.00| 16.00000 10465.60| 18.69000 12225.13 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 205.000 m3 | 20.00000 4100.00| 28.00000 5740.00| 35.00000 7175.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-04075 179.000 Mg | 18.00000 3222.00| 14.00000 2506.00| 16.57000 2966.03 COMPACTED AGGREGATE, O, 73 | | | 0019 303-52308 1000.400 Mg | 15.00000 15006.00| 14.00000 14005.60| 17.17000 17176.87 COMPACTED AGGREGATE, O, 53 | | | 0020 304-06464 63.000 m3 | 20.00000 1260.00| 35.60000 2242.80| 20.08000 1265.04 SUBBASE FOR PCCP | | | 0021 402-05468 262.800 Mg | 47.58000 12504.02| 40.00000 10512.00| 42.24000 11100.67 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05473 397.000 Mg | 45.38000 18015.86| 42.00000 16674.00| 44.45000 17646.65 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0023 402-05477 180.400 Mg | 59.40000 10715.76| 44.50000 8027.80| 47.51000 8570.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05521 4028.000 m2 | 0.06000 241.68| 0.05000 201.40| 0.05000 201.40 ASPHALT FOR TACK COAT | | | 0025 601-01128 2.000 EACH| 946.00000 1892.00| 925.00000 1850.00| 927.94000 1855.88 GUARDRAIL TRANSITION TYPE WGB | | | 0026 601-05071 1.000 EACH| 1732.50000 1732.50| 1600.00000 1600.00| 1699.43000 1699.43 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0027 601-06234 2.000 EACH| 16115.00000 32230.00| 15400.00000 30800.00| 15807.35000 31614.70 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0028 601-94689 1.000 EACH| 2365.00000 2365.00| 2150.00000 2150.00| 2319.85000 2319.85 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 15.240 m | 44.00000 670.56| 34.00000 518.16| 43.16000 657.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 603-03829 50.000 m | 63.80000 3190.00| 67.00000 3350.00| 62.58000 3129.00 FENCE , VINYL, SPLIT RAIL | | | 0031 604-06069 88.300 m2 | 50.00000 4415.00| 50.00000 4415.00| 45.47000 4015.00 CURB RAMP, CONCRETE | | | 0032 604-06367 365.800 m | 2.00000 731.60| 2.50000 914.50| 2.27000 830.37 JOINT MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1128289 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 604-44251 5.600 m3 | 200.00000 1120.00| 740.00000 4144.00| 916.06000 5129.94 STEPS, CONCRETE | | | 0034 604-91531 310.300 m2 | 40.00000 12412.00| 33.00000 10239.90| 25.49000 7909.55 SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 51.500 m | 35.00000 1802.50| 76.00000 3914.00| 45.22000 2328.83 CURB, CONCRETE | | | 0036 605-06150 314.300 m | 35.00000 11000.50| 51.00000 16029.30| 60.10000 18889.43 CURB AND GUTTER, C, CONCRETE | | | 0037 610-06257 168.300 m2 | 65.00000 10939.50| 61.00000 10266.30| 54.24000 9128.59 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0038 611-05330 171.000 m2 | 50.00000 8550.00| 50.00000 8550.00| 34.63000 5921.73 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 615-06490 25.000 EACH| 110.00000 2750.00| 100.00000 2500.00| 107.90000 2697.50 RIGHT OF WAY MARKER | | | 0040 616-02320 642.000 m2 | 3.25000 2086.50| 1.85000 1187.70| 3.06000 1964.52 GEOTEXTILES | | | 0041 616-93019 326.000 m2 | 20.00000 6520.00| 33.00000 10758.00| 56.76000 18503.76 RIPRAP, GROUTED, 450 mm | | | 0042 621-06575 1300.300 m2 | 4.13000 5370.23| 5.00000 6501.50| 3.99000 5188.20 SODDING, NURSERY | | | 0043 622-05649 20.000 EACH| 280.00000 5600.00| 225.00000 4500.00| 275.15000 5503.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0044 622-05650 14.000 EACH| 341.00000 4774.00| 310.00000 4340.00| 334.49000 4682.86 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0045 701-51195 484.000 m | 75.00000 36300.00| 40.00000 19360.00| 92.00000 44528.00 PILE, STEEL H, HP 310 X 79 | | | 0046 701-91792 55.000 EACH| 100.00000 5500.00| 100.00000 5500.00| 84.41000 4642.55 PILE TIP, STEEL H | | | 0047 702-51005 149.200 m3 | 350.00000 52220.00| 500.00000 74600.00| 440.00000 65648.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 59.000 m3 | 350.00000 20650.00| 450.00000 26550.00| 314.00000 18526.00 CONCRETE, B, FOOTINGS | | | 0049 703-03622 106.000 EACH| 15.00000 1590.00| 12.00000 1272.00| 15.55000 1648.30 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0050 703-06028 12600.000 kg | 1.15000 14490.00| 1.00000 12600.00| 1.13000 14238.00 REINFORCING BARS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1128289 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 703-06029 22338.000 kg | 1.25000 27922.50| 1.15000 25688.70| 1.31000 29262.78 REINFORCING BARS, EPOXY COATED | | | 0052 704-51006 212.500 m3 | 400.00000 85000.00| 425.00000 90312.50| 446.55000 94891.88 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0053 706-01268 9.000 m | 825.00000 7425.00| 925.00000 8325.00| 809.25000 7283.25 HANDRAIL, ALUMINUM | | | 0054 706-06372 4.000 EACH| 2000.00000 8000.00| 1500.00000 6000.00| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0055 706-51025 35.200 m | 300.00000 10560.00| 270.00000 9504.00| 295.00000 10384.00 CONCRETE, C, RAILING | | | 0056 707-01065 LUMP| 40000.00000 40000.00| 38400.00000 38400.00| 37550.00000 37550.00 POST-TENSIONING | | | 0057 709-51821 LUMP| 4000.00000 4000.00| 2890.00000 2890.00| 3400.00000 3400.00 SURFACE SEAL | | | 0058 715-05149 86.300 m | 50.00000 4315.00| 70.00000 6041.00| 49.80000 4297.74 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0059 715-05151 225.100 m | 55.00000 12380.50| 91.00000 20484.10| 73.45000 16533.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0060 720-04682 9.000 EACH| 700.00000 6300.00| 1.00000 9.00| 328.73000 2958.57 INLET , GRATED TRENCH | | | 0061 720-44000 2.000 EACH| 300.00000 600.00| 395.00000 790.00| 557.76000 1115.52 CASTING, ADJUST TO GRADE | | | 0062 720-45250 6.000 EACH| 1500.00000 9000.00| 1340.00000 8040.00| 1431.18000 8587.08 CATCH BASIN, K10 | | | 0063 720-45265 23.000 EACH| 750.00000 17250.00| 1000.00000 23000.00| 0.28000 6.44 PIPE CATCH BASIN, 375 mm | | | 0064 720-45410 10.000 EACH| 1500.00000 15000.00| 2000.00000 20000.00| 1811.75000 18117.50 MANHOLE, C4 | | | 0065 720-45605 2.200 m | 500.00000 1100.00| 725.00000 1595.00| 856.07000 1883.35 MANHOLE, RECONSTRUCT STRUCTURE | | | 0066 720-98174 1.000 EACH| 1500.00000 1500.00| 1550.00000 1550.00| 1594.94000 1594.94 INLET, B15 | | | 0067 720-99416 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 989.04000 3956.16 CATCH BASIN, B15 | | | 0068 721-43000 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 749.96000 749.96 AUTOMATIC DRAINAGE GATE, 300 mm | | | 0069 721-43005 2.000 EACH| 700.00000 1400.00| 600.00000 1200.00| 756.30000 1512.60 AUTOMATIC DRAINAGE GATE, 375 mm | | | 0070 728-98377 LUMP| 5000.00000 5000.00| 2590.00000 2590.00| 2743.00000 2743.00 MASONRY COATING | | | 0071 801-04308 6.000 EACH| 165.00000 990.00| 150.00000 900.00| 161.85000 971.10 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1128289 |(3) 35-1609544 |ROBERTSON, DUNCAN, INC. |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 801-06605 8.000 EACH| 71.50000 572.00| 65.00000 520.00| 70.14000 561.12 BARRICADE, IIIA | | | 0073 801-06606 12.000 EACH| 77.00000 924.00| 70.00000 840.00| 75.53000 906.36 BARRICADE, IIIB | | | 0074 801-06625 9.000 EACH| 93.50000 841.50| 85.00000 765.00| 91.72000 825.48 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 2.000 EACH| 71.50000 143.00| 65.00000 130.00| 70.14000 140.28 CONSTRUCTION SIGN, A | | | 0076 801-06645 2.000 EACH| 33.00000 66.00| 30.00000 60.00| 32.37000 64.74 CONSTRUCTION SIGN, B | | | 0077 801-06775 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 8651.99000 8651.99 MAINTAINING TRAFFIC | | | 0078 802-76025 2.320 m2 | 192.50000 446.60| 180.00000 417.60| 188.83000 438.09 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0079 802-76065 17.200 m | 17.60000 302.72| 17.50000 301.00| 17.26000 296.87 SIGN POST, B | | | 0080 808-06703 648.000 m | 1.08000 699.84| 1.00000 648.00| 1.06000 686.88 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-75051 96.000 m | 3.71000 356.16| 3.40000 326.40| 3.64000 349.44 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0082 808-75054 96.000 m | 3.71000 356.16| 3.40000 326.40| 3.64000 349.44 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0083 808-75245 648.000 m | 1.08000 699.84| 1.00000 648.00| 1.06000 686.88 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75272 19.000 m | 10.45000 198.55| 9.50000 180.50| 10.25000 194.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0085 808-75297 13.500 m | 10.45000 141.07| 9.50000 128.25| 10.25000 138.38 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75300 13.200 m | 1.61000 21.25| 1.50000 19.80| 1.58000 20.86 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 762,244.90| $ 826,726.71| $ 885,776.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 762,244.90| $ 826,726.71| $ 885,776.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1500.00000 9000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14500.00000 14500.00| 18400.00000 18400.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 49000.00000 49000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19500.00000 19500.00| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 18150.00000 18150.00| 37000.00000 37000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-03000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0007 202-06542 10.000 EACH| 500.00000 5000.00| 480.00000 4800.00| RELOCATE TREE | | | 0008 202-60820 270.000 m2 | 11.00000 2970.00| 10.00000 2700.00| SURFACE MILLING, ASPHALT | | | 0009 203-02000 125.000 m3 | 65.00000 8125.00| 18.00000 2250.00| EXCAVATION, COMMON | | | 0010 203-02070 700.000 m3 | 19.00000 13300.00| 21.00000 14700.00| BORROW | | | 0011 203-51223 890.000 m3 | 15.00000 13350.00| 15.00000 13350.00| EXCAVATION, WATERWAY | | | 0012 205-02224 323.000 m | 5.20000 1679.60| 5.00000 1615.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02237 11.000 EACH| 220.00000 2420.00| 30.00000 330.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0014 206-51230 339.000 m3 | 22.00000 7458.00| 30.00000 10170.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 206-51235 LUMP| 42962.32000 42962.32| 41000.00000 41000.00| COFFERDAM | | | 0016 211-02060 654.100 m3 | 19.00000 12427.90| 29.00000 18968.90| B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 205.000 m3 | 50.00000 10250.00| 35.00000 7175.00| AGGREGATE FOR END BENT BACKFILL | | | 0018 303-04075 179.000 Mg | 21.00000 3759.00| 20.00000 3580.00| COMPACTED AGGREGATE, O, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 1000.400 Mg | 21.00000 21008.40| 20.00000 20008.00| COMPACTED AGGREGATE, O, 53 | | | 0020 304-06464 63.000 m3 | 50.00000 3150.00| 55.00000 3465.00| SUBBASE FOR PCCP | | | 0021 402-05468 262.800 Mg | 51.70000 13586.76| 39.15000 10288.62| HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05473 397.000 Mg | 51.70000 20524.90| 41.20000 16356.40| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0023 402-05477 180.400 Mg | 60.30000 10878.12| 44.03000 7943.01| HMA SURFACE 9.5 mm, MAINLINE | | | 0024 406-05521 4028.000 m2 | 0.10000 402.80| 0.05000 201.40| ASPHALT FOR TACK COAT | | | 0025 601-01128 2.000 EACH| 950.00000 1900.00| 860.00000 1720.00| GUARDRAIL TRANSITION TYPE WGB | | | 0026 601-05071 1.000 EACH| 1650.00000 1650.00| 1575.00000 1575.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0027 601-06234 2.000 EACH| 16000.00000 32000.00| 14650.00000 29300.00| IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0028 601-94689 1.000 EACH| 2250.00000 2250.00| 2150.00000 2150.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 15.240 m | 35.00000 533.40| 40.00000 609.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 603-03829 50.000 m | 70.00000 3500.00| 58.00000 2900.00| FENCE , VINYL, SPLIT RAIL | | | 0031 604-06069 88.300 m2 | 52.00000 4591.60| 50.00000 4415.00| CURB RAMP, CONCRETE | | | 0032 604-06367 365.800 m | 7.00000 2560.60| 5.00000 1829.00| JOINT MATERIAL | | | 0033 604-44251 5.600 m3 | 625.00000 3500.00| 600.00000 3360.00| STEPS, CONCRETE | | | 0034 604-91531 310.300 m2 | 40.00000 12412.00| 27.25000 8455.68| SIDEWALK, CONCRETE, 100 mm | | | 0035 605-06120 51.500 m | 62.00000 3193.00| 61.00000 3141.50| CURB, CONCRETE | | | 0036 605-06150 314.300 m | 63.00000 19800.90| 59.50000 18700.85| CURB AND GUTTER, C, CONCRETE | | | 0037 610-06257 168.300 m2 | 106.00000 17839.80| 65.00000 10939.50| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0038 611-05330 171.000 m2 | 59.00000 10089.00| 41.50000 7096.50| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 615-06490 25.000 EACH| 104.00000 2600.00| 100.00000 2500.00| RIGHT OF WAY MARKER | | | 0040 616-02320 642.000 m2 | 6.25000 4012.50| 3.00000 1926.00| GEOTEXTILES | | | 0041 616-93019 326.000 m2 | 48.00000 15648.00| 55.00000 17930.00| RIPRAP, GROUTED, 450 mm | | | 0042 621-06575 1300.300 m2 | 3.85000 5006.16| 3.70000 4811.11| SODDING, NURSERY | | | 0043 622-05649 20.000 EACH| 260.00000 5200.00| 255.00000 5100.00| PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0044 622-05650 14.000 EACH| 325.00000 4550.00| 310.00000 4340.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0045 701-51195 484.000 m | 75.00000 36300.00| 100.00000 48400.00| PILE, STEEL H, HP 310 X 79 | | | 0046 701-91792 55.000 EACH| 75.00000 4125.00| 125.00000 6875.00| PILE TIP, STEEL H | | | 0047 702-51005 149.200 m3 | 540.00000 80568.00| 500.00000 74600.00| CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 59.000 m3 | 500.00000 29500.00| 500.00000 29500.00| CONCRETE, B, FOOTINGS | | | 0049 703-03622 106.000 EACH| 30.00000 3180.00| 15.00000 1590.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0050 703-06028 12600.000 kg | 1.10000 13860.00| 1.25000 15750.00| REINFORCING BARS | | | 0051 703-06029 22338.000 kg | 1.20000 26805.60| 1.40000 31273.20| REINFORCING BARS, EPOXY COATED | | | 0052 704-51006 212.500 m3 | 580.00000 123250.00| 600.00000 127500.00| CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0053 706-01268 9.000 m | 1200.00000 10800.00| 750.00000 6750.00| HANDRAIL, ALUMINUM | | | 0054 706-06372 4.000 EACH| 1900.00000 7600.00| 1600.00000 6400.00| CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0055 706-51025 35.200 m | 292.00000 10278.40| 300.00000 10560.00| CONCRETE, C, RAILING | | | 0056 707-01065 LUMP| 53189.68000 53189.68| 50000.00000 50000.00| POST-TENSIONING | | | 0057 709-51821 LUMP| 3100.00000 3100.00| 2510.00000 2510.00| SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05149 86.300 m | 99.00000 8543.70| 110.00000 9493.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0059 715-05151 225.100 m | 103.00000 23185.30| 120.00000 27012.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0060 720-04682 9.000 EACH| 1065.00000 9585.00| 450.00000 4050.00| INLET , GRATED TRENCH | | | 0061 720-44000 2.000 EACH| 580.00000 1160.00| 450.00000 900.00| CASTING, ADJUST TO GRADE | | | 0062 720-45250 6.000 EACH| 1575.00000 9450.00| 2500.00000 15000.00| CATCH BASIN, K10 | | | 0063 720-45265 23.000 EACH| 107.00000 2461.00| 1000.00000 23000.00| PIPE CATCH BASIN, 375 mm | | | 0064 720-45410 10.000 EACH| 2125.00000 21250.00| 2200.00000 22000.00| MANHOLE, C4 | | | 0065 720-45605 2.200 m | 1085.00000 2387.00| 1400.00000 3080.00| MANHOLE, RECONSTRUCT STRUCTURE | | | 0066 720-98174 1.000 EACH| 1730.00000 1730.00| 2750.00000 2750.00| INLET, B15 | | | 0067 720-99416 4.000 EACH| 1900.00000 7600.00| 3350.00000 13400.00| CATCH BASIN, B15 | | | 0068 721-43000 1.000 EACH| 990.00000 990.00| 1000.00000 1000.00| AUTOMATIC DRAINAGE GATE, 300 mm | | | 0069 721-43005 2.000 EACH| 995.00000 1990.00| 1100.00000 2200.00| AUTOMATIC DRAINAGE GATE, 375 mm | | | 0070 728-98377 LUMP| 3660.00000 3660.00| 2590.00000 2590.00| MASONRY COATING | | | 0071 801-04308 6.000 EACH| 157.00000 942.00| 150.00000 900.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06605 8.000 EACH| 67.00000 536.00| 65.00000 520.00| BARRICADE, IIIA | | | 0073 801-06606 12.000 EACH| 73.00000 876.00| 70.00000 840.00| BARRICADE, IIIB | | | 0074 801-06625 9.000 EACH| 89.00000 801.00| 85.00000 765.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-06640 2.000 EACH| 68.00000 136.00| 65.00000 130.00| CONSTRUCTION SIGN, A | | | 0076 801-06645 2.000 EACH| 31.00000 62.00| 30.00000 60.00| CONSTRUCTION SIGN, B | | | 0077 801-06775 LUMP| 12000.00000 12000.00| 3000.00000 3000.00| MAINTAINING TRAFFIC | | | 0078 802-76025 2.320 m2 | 188.00000 436.16| 175.00000 406.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 381 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 909,164.32 ROUTE : KING STREET CALL ORDER : 381 CONTRACT ID : B -25676-A COUNTIES : JOHNSON LETTING DATE : 06/19/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-2040801 | |MILESTONE CONTRACTORS, L.P. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 802-76065 17.200 m | 18.00000 309.60| 16.00000 275.20| SIGN POST, B | | | 0080 808-06703 648.000 m | 1.00000 648.00| 0.98000 635.04| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0081 808-75051 96.000 m | 3.50000 336.00| 3.37000 323.52| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0082 808-75054 96.000 m | 3.50000 336.00| 3.37000 323.52| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0083 808-75245 648.000 m | 1.00000 648.00| 0.98000 635.04| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0084 808-75272 19.000 m | 10.00000 190.00| 9.50000 180.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0085 808-75297 13.500 m | 10.00000 135.00| 9.50000 128.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75300 13.200 m | 1.50000 19.80| 1.46000 19.27| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | SECTION TOTALS | $ 973,200.00| $ 998,425.61| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 973,200.00| $ 998,425.61| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/02/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 120500A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 253,159.32 100.0000% 2 35-1325036 DEICHMAN EXCAVATING CO $ 296,500.00 117.1199% 3 35-1912582 EDSAM CONSTRUCTION, INC. $ 305,547.05 120.6935% 4 35-1374866 PRIMCO, INC. $ 321,513.48 127.0004% 5 35-1058755 BAKER & SCHULTZ, INC. $ 324,911.11 128.3425% 6 35-1212938 ATLAS EXCAVATING, INC. $ 340,168.88 134.3694% 7 35-1817530 PIONEER ASSOCIATES, INC. CONDITIONAL BID $ 347,591.93 137.3016% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1325036 |(3) 35-1912582 |ERBER & MILLIGAN CONSTR. CO.|DEICHMAN EXCAVATING CO |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 950.00000 5700.00| 1500.00000 9000.00| 1210.00000 7260.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3750.00000 3750.00| 4200.00000 4200.00| 6600.00000 6600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12500.00000 12500.00| 14279.08000 14279.08| 30800.00000 30800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 1100.00000 1100.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 420.000 m2 | 5.00000 2100.00| 15.00000 6300.00| 13.20000 5544.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 8850.00000 8850.00| 7270.00000 7270.00| 14800.00000 14800.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 220.000 m2 | 7.75000 1705.00| 6.50000 1430.00| 11.00000 2420.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 430.000 m3 | 6.75000 2902.50| 9.00000 3870.00| 16.50000 7095.00 EXCAVATION, COMMON | | | 0009 203-02070 1930.000 m3 | 7.15000 13799.50| 10.00000 19300.00| 11.00000 21230.00 BORROW | | | 0011 205-02224 420.000 m | 5.25000 2205.00| 5.60000 2352.00| 5.61000 2356.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 50.000 m | 6.50000 325.00| 6.50000 325.00| 6.60000 330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1325036 |(3) 35-1912582 |ERBER & MILLIGAN CONSTR. CO.|DEICHMAN EXCAVATING CO |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02231 10.000 m | 35.00000 350.00| 30.00000 300.00| 77.00000 770.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 211-02060 502.880 m3 | 24.00000 12069.12| 32.70000 16444.18| 27.50000 13829.20 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 1.000 m3 | 150.00000 150.00| 150.00000 150.00| 440.00000 440.00 FLOWABLE MORTAR | | | 0016 303-04095 756.000 Mg | 14.00000 10584.00| 13.20000 9979.20| 16.50000 12474.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 10.000 Mg | 25.00000 250.00| 55.00000 550.00| 44.00000 440.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 360.000 Mg | 36.50000 13140.00| 36.30000 13068.00| 36.30000 13068.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 345.000 Mg | 37.50000 12937.50| 36.60000 12627.00| 36.30000 12523.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 155.000 Mg | 51.05000 7912.75| 50.65000 7850.75| 55.00000 8525.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 270.000 Mg | 40.00000 10800.00| 39.30000 10611.00| 38.50000 10395.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1472.000 m2 | 3.50000 5152.00| 3.50000 5152.00| 3.52000 5181.44 SEAL COAT, 2 | | | 0023 405-05518 1976.000 m2 | 1.00000 1976.00| 1.05000 2074.80| 1.10000 2173.60 ASPHALT FOR PRIME COAT | | | 0024 406-05521 3060.000 m2 | 0.10000 306.00| 0.06000 183.60| 0.11000 336.60 ASPHALT FOR TACK COAT | | | 0025 601-02636 60.960 m | 37.50000 2286.00| 74.50000 4541.52| 38.50000 2346.96 GUARDRAIL, W BEAM, NESTED | | | 0026 601-94689 4.000 EACH| 2250.00000 9000.00| 2300.00000 9200.00| 2365.00000 9460.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 166.500 m | 32.50000 5411.25| 32.00000 5328.00| 34.10000 5677.65 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 8.160 Mg | 95.00000 775.20| 102.00000 832.32| 110.00000 897.60 HMA FOR APPROACHES | | | 0029 615-06490 8.000 EACH| 110.00000 880.00| 112.00000 896.00| 143.00000 1144.00 RIGHT OF WAY MARKER | | | 0030 616-02320 75.000 m2 | 3.00000 225.00| 1.00000 75.00| 2.20000 165.00 GEOTEXTILES | | | 0031 616-06405 43.000 Mg | 27.50000 1182.50| 38.00000 1634.00| 22.00000 946.00 RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 495.00000 495.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1325036 |(3) 35-1912582 |ERBER & MILLIGAN CONSTR. CO.|DEICHMAN EXCAVATING CO |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06559 4560.000 m2 | 0.50000 2280.00| 0.50000 2280.00| 0.55000 2508.00 MULCHED SEEDING, R | | | 0034 621-06567 16.000 kL | 1.00000 16.00| 0.61000 9.76| 1.10000 17.60 WATER | | | 0035 621-06575 400.000 m2 | 5.75000 2300.00| 6.00000 2400.00| 6.60000 2640.00 SODDING, NURSERY | | | 0036 702-51005 9.400 m3 | 500.00000 4700.00| 1063.83000 10000.00| 495.00000 4653.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51015 14.600 m3 | 440.00000 6424.00| 655.00000 9563.00| 302.50000 4416.50 CONCRETE, B, FOOTINGS | | | 0038 703-51032 1445.000 kg | 2.00000 2890.00| 0.45000 650.25| 1.65000 2384.25 REINFORCING STEEL, EPOXY COATED | | | 0040 714-26724 28.000 m | 2450.00000 68600.00| 2620.10000 73362.80| 2530.00000 70840.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0041 715-05048 140.000 m | 6.50000 910.00| 32.85000 4599.00| 19.80000 2772.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0042 715-05053 22.000 m | 15.00000 330.00| 32.72000 719.84| 38.50000 847.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05123 34.000 m | 77.50000 2635.00| 236.00000 8024.00| 77.00000 2618.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0044 715-05168 13.000 m | 57.50000 747.50| 295.00000 3835.00| 55.00000 715.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0045 715-46000 2.000 EACH| 300.00000 600.00| 220.00000 440.00| 242.00000 484.00 PIPE END SECTION, 300 mm | | | 0046 718-52610 70.000 m3 | 27.50000 1925.00| 26.00000 1820.00| 44.00000 3080.00 AGGREGATE FOR UNDERDRAINS | | | 0047 801-04308 2.000 EACH| 200.00000 400.00| 176.00000 352.00| 158.40000 316.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 2.000 EACH| 100.00000 200.00| 82.50000 165.00| 158.40000 316.80 BARRICADE, IIIA | | | 0049 801-06606 4.000 EACH| 100.00000 400.00| 93.50000 374.00| 53.90000 215.60 BARRICADE, IIIB | | | 0050 801-06625 12.000 EACH| 100.00000 1200.00| 99.00000 1188.00| 55.00000 660.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 10.000 EACH| 85.00000 850.00| 71.50000 715.00| 117.70000 1177.00 CONSTRUCTION SIGN, A | | | 0052 808-06712 285.000 m | 0.50000 142.50| 0.44000 125.40| 0.11000 31.35 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0053 808-06713 570.000 m | 0.50000 285.00| 0.44000 250.80| 1.32000 752.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1325036 |(3) 35-1912582 |ERBER & MILLIGAN CONSTR. CO.|DEICHMAN EXCAVATING CO |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-75996 14.000 EACH| 15.00000 210.00| 10.00000 140.00| 16.50000 231.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 14.000 EACH| 85.00000 1190.00| 83.05000 1162.70| 60.50000 847.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 202-02241 200.000 m | 11.00000 2200.00| 10.00000 2000.00| 11.00000 2200.00 GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 253,159.32| $ 296,500.00| $ 305,547.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 253,159.32| $ 296,500.00| $ 305,547.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1058755 |(6) 35-1212938 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1282.95000 7697.70| 900.00000 5400.00| 900.00000 5400.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5053.99000 5053.99| 4200.00000 4200.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16075.67000 16075.67| 15400.00000 15400.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1607.56000 1607.56| 4560.00000 4560.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 420.000 m2 | 25.00000 10500.00| 9.55000 4011.00| 13.00000 5460.00 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 52763.54000 52763.54| 16100.00000 16100.00| 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 220.000 m2 | 6.81000 1498.20| 12.00000 2640.00| 7.00000 1540.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 430.000 m3 | 9.53000 4097.90| 31.80000 13674.00| 9.00000 3870.00 EXCAVATION, COMMON | | | 0009 203-02070 1930.000 m3 | 10.61000 20477.30| 30.75000 59347.50| 15.00000 28950.00 BORROW | | | 0011 205-02224 420.000 m | 5.06000 2125.20| 5.35000 2247.00| 5.50000 2310.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 50.000 m | 5.90000 295.00| 6.25000 312.50| 10.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02231 10.000 m | 162.10000 1621.00| 100.00000 1000.00| 80.00000 800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 211-02060 502.880 m3 | 33.00000 16595.04| 24.00000 12069.12| 28.00000 14080.64 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 1.000 m3 | 880.00000 880.00| 157.00000 157.00| 600.00000 600.00 FLOWABLE MORTAR | | | 0016 303-04095 756.000 Mg | 12.00000 9072.00| 12.75000 9639.00| 19.00000 14364.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 10.000 Mg | 24.00000 240.00| 25.45000 254.50| 25.00000 250.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 360.000 Mg | 33.00000 11880.00| 35.00000 12600.00| 35.00000 12600.00 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 345.000 Mg | 33.30000 11488.50| 35.30000 12178.50| 35.50000 12247.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1058755 |(6) 35-1212938 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05477 155.000 Mg | 46.05000 7137.75| 48.80000 7564.00| 49.00000 7595.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 270.000 Mg | 35.80000 9666.00| 37.95000 10246.50| 37.50000 10125.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1472.000 m2 | 3.15000 4636.80| 3.35000 4931.20| 3.30000 4857.60 SEAL COAT, 2 | | | 0023 405-05518 1976.000 m2 | 0.95000 1877.20| 1.00000 1976.00| 1.10000 2173.60 ASPHALT FOR PRIME COAT | | | 0024 406-05521 3060.000 m2 | 0.05000 153.00| 0.10000 306.00| 0.10000 306.00 ASPHALT FOR TACK COAT | | | 0025 601-02636 60.960 m | 67.75000 4130.04| 37.10000 2261.62| 69.00000 4206.24 GUARDRAIL, W BEAM, NESTED | | | 0026 601-94689 4.000 EACH| 2080.00000 8320.00| 2280.00000 9120.00| 2150.00000 8600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 166.500 m | 29.10000 4845.15| 33.10000 5511.15| 30.50000 5078.25 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 8.160 Mg | 92.70000 756.43| 98.25000 801.72| 95.00000 775.20 HMA FOR APPROACHES | | | 0029 615-06490 8.000 EACH| 102.00000 816.00| 115.50000 924.00| 110.00000 880.00 RIGHT OF WAY MARKER | | | 0030 616-02320 75.000 m2 | 2.50000 187.50| 2.80000 210.00| 5.20000 390.00 GEOTEXTILES | | | 0031 616-06405 43.000 Mg | 28.69000 1233.67| 20.00000 860.00| 26.00000 1118.00 RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 450.00000 450.00| 480.00000 480.00| 475.00000 475.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 4560.000 m2 | 0.45000 2052.00| 0.50000 2280.00| 0.50000 2280.00 MULCHED SEEDING, R | | | 0034 621-06567 16.000 kL | 0.55000 8.80| 0.60000 9.60| 0.60000 9.60 WATER | | | 0035 621-06575 400.000 m2 | 5.45000 2180.00| 5.80000 2320.00| 5.65000 2260.00 SODDING, NURSERY | | | 0036 702-51005 9.400 m3 | 920.00000 8648.00| 480.00000 4512.00| 800.00000 7520.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51015 14.600 m3 | 400.00000 5840.00| 480.00000 7008.00| 380.00000 5548.00 CONCRETE, B, FOOTINGS | | | 0038 703-51032 1445.000 kg | 1.85000 2673.25| 1.20000 1734.00| 1.70000 2456.50 REINFORCING STEEL, EPOXY COATED | | | 0040 714-26724 28.000 m | 2200.00000 61600.00| 2331.00000 65268.00| 3800.00000 106400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1058755 |(6) 35-1212938 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05048 140.000 m | 19.00000 2660.00| 20.00000 2800.00| 6.50000 910.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0042 715-05053 22.000 m | 41.00000 902.00| 32.00000 704.00| 38.00000 836.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05123 34.000 m | 90.00000 3060.00| 160.00000 5440.00| 130.00000 4420.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0044 715-05168 13.000 m | 60.00000 780.00| 100.00000 1300.00| 68.00000 884.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0045 715-46000 2.000 EACH| 200.00000 400.00| 260.00000 520.00| 200.00000 400.00 PIPE END SECTION, 300 mm | | | 0046 718-52610 70.000 m3 | 95.00000 6650.00| 47.50000 3325.00| 58.00000 4060.00 AGGREGATE FOR UNDERDRAINS | | | 0047 801-04308 2.000 EACH| 144.00000 288.00| 160.00000 320.00| 175.00000 350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 2.000 EACH| 144.00000 288.00| 160.00000 320.00| 85.00000 170.00 BARRICADE, IIIA | | | 0049 801-06606 4.000 EACH| 49.00000 196.00| 50.00000 200.00| 95.00000 380.00 BARRICADE, IIIB | | | 0050 801-06625 12.000 EACH| 50.00000 600.00| 55.00000 660.00| 100.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 10.000 EACH| 107.00000 1070.00| 113.00000 1130.00| 90.00000 900.00 CONSTRUCTION SIGN, A | | | 0052 808-06712 285.000 m | 0.01000 2.85| 0.02000 5.70| 0.45000 128.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0053 808-06713 570.000 m | 1.20000 684.00| 1.25000 712.50| 0.45000 256.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-75996 14.000 EACH| 9.46000 132.44| 30.00000 420.00| 14.00000 196.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 14.000 EACH| 55.00000 770.00| 60.00000 840.00| 78.00000 1092.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 202-02241 200.000 m | 9.25000 1850.00| 10.50000 2100.00| 7.30000 1460.00 GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 321,513.48| $ 324,911.11| $ 340,168.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 321,513.48| $ 324,911.11| $ 340,168.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1650.00000 9900.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4500.00000 4500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13500.00000 13500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10500.00000 10500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 420.000 m2 | 22.50000 9450.00| | PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 7800.00000 7800.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 220.000 m2 | 16.35000 3597.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 430.000 m3 | 15.90000 6837.00| | EXCAVATION, COMMON | | | 0009 203-02070 1930.000 m3 | 25.15000 48539.50| | BORROW | | | 0011 205-02224 420.000 m | 6.00000 2520.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 50.000 m | 7.00000 350.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02231 10.000 m | 87.00000 870.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0014 211-02060 502.880 m3 | 28.75000 14457.80| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 1.000 m3 | 190.00000 190.00| | FLOWABLE MORTAR | | | 0016 303-04095 756.000 Mg | 20.00000 15120.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 10.000 Mg | 23.50000 235.00| | COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 360.000 Mg | 36.60000 13176.00| | HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 345.000 Mg | 40.15000 13851.75| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05477 155.000 Mg | 59.00000 9145.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 270.000 Mg | 47.20000 12744.00| | HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1472.000 m2 | 2.40000 3532.80| | SEAL COAT, 2 | | | 0023 405-05518 1976.000 m2 | 0.90000 1778.40| | ASPHALT FOR PRIME COAT | | | 0024 406-05521 3060.000 m2 | 0.20000 612.00| | ASPHALT FOR TACK COAT | | | 0025 601-02636 60.960 m | 80.00000 4876.80| | GUARDRAIL, W BEAM, NESTED | | | 0026 601-94689 4.000 EACH| 2455.00000 9820.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 166.500 m | 34.35000 5719.28| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 610-05527 8.160 Mg | 120.00000 979.20| | HMA FOR APPROACHES | | | 0029 615-06490 8.000 EACH| 120.50000 964.00| | RIGHT OF WAY MARKER | | | 0030 616-02320 75.000 m2 | 2.60000 195.00| | GEOTEXTILES | | | 0031 616-06405 43.000 Mg | 24.20000 1040.60| | RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH| 530.00000 530.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06559 4560.000 m2 | 0.55000 2508.00| | MULCHED SEEDING, R | | | 0034 621-06567 16.000 kL | 0.65000 10.40| | WATER | | | 0035 621-06575 400.000 m2 | 6.45000 2580.00| | SODDING, NURSERY | | | 0036 702-51005 9.400 m3 | 1240.00000 11656.00| | CONCRETE, A, SUBSTRUCTURE | | | 0037 702-51015 14.600 m3 | 550.00000 8030.00| | CONCRETE, B, FOOTINGS | | | 0038 703-51032 1445.000 kg | 1.60000 2312.00| | REINFORCING STEEL, EPOXY COATED | | | 0040 714-26724 28.000 m | 2602.00000 72856.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 391 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 325,118.42 ROUTE : US 35 CALL ORDER : 391 CONTRACT ID : B -25696-A COUNTIES : GRANT LETTING DATE : 06/19/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05048 140.000 m | 33.40000 4676.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0042 715-05053 22.000 m | 53.00000 1166.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0043 715-05123 34.000 m | 82.90000 2818.60| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0044 715-05168 13.000 m | 62.40000 811.20| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0045 715-46000 2.000 EACH| 325.00000 650.00| | PIPE END SECTION, 300 mm | | | 0046 718-52610 70.000 m3 | 40.00000 2800.00| | AGGREGATE FOR UNDERDRAINS | | | 0047 801-04308 2.000 EACH| 190.00000 380.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06605 2.000 EACH| 88.50000 177.00| | BARRICADE, IIIA | | | 0049 801-06606 4.000 EACH| 100.50000 402.00| | BARRICADE, IIIB | | | 0050 801-06625 12.000 EACH| 106.50000 1278.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 10.000 EACH| 77.00000 770.00| | CONSTRUCTION SIGN, A | | | 0052 808-06712 285.000 m | 0.50000 142.50| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0053 808-06713 570.000 m | 0.50000 285.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0054 808-75996 14.000 EACH| 35.15000 492.10| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 14.000 EACH| 90.00000 1260.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 202-02241 200.000 m | 11.00000 2200.00| | GUARDRAIL, REMOVE | | | SECTION TOTALS | $ 347,591.93| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,591.93| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,023.91 ROUTE : SR 16 CALL ORDER : 401 CONTRACT ID : B -25699-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/12/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5409007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 387,528.04 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 394,031.43 101.6781% 3 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 417,980.35 107.8580% 4 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL BID $ 424,010.56 109.4141% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 480,200.59 123.9137% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 9.000 MOS | 1400.00000 12600.00| 1500.00000 13500.00| 900.00000 8100.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 22000.00000 22000.00| 21500.00000 21500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 3200.00000 3200.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 13.00000 2808.00| 8.00000 1728.00| 8.00000 1728.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 176.000 m3 | 10.45000 1839.20| 13.00000 2288.00| 21.00000 3696.00 EXCAVATION, COMMON | | | 0008 203-02070 918.000 m3 | 11.76000 10795.68| 15.00000 13770.00| 19.00000 17442.00 BORROW | | | 0009 203-06499 626.000 m2 | 2.39000 1496.14| 9.00000 5634.00| 3.30000 2065.80 SUBGRADE TREATMENT | | | 0010 203-51223 22.000 m3 | 15.00000 330.00| 18.00000 396.00| 19.00000 418.00 EXCAVATION, WATERWAY | | | 0011 205-06932 24.000 m | 32.00000 768.00| 15.00000 360.00| 15.00000 360.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 350.000 m | 6.00000 2100.00| 5.00000 1750.00| 6.30000 2205.00 TEMPORARY SILT FENCE | | | 0013 206-51230 84.000 m3 | 39.30000 3301.20| 13.00000 1092.00| 16.00000 1344.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,023.91 ROUTE : SR 16 CALL ORDER : 401 CONTRACT ID : B -25699-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 8.500 m3 | 42.35000 359.98| 38.00000 323.00| 60.00000 510.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 25.000 m3 | 30.00000 750.00| 45.00000 1125.00| 100.00000 2500.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 873.000 Mg | 16.20000 14142.60| 16.50000 14404.50| 16.00000 13968.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 674.000 Mg | 62.75000 42293.50| 56.00000 37744.00| 52.00000 35048.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 268.000 Mg | 59.00000 15812.00| 59.00000 15812.00| 55.00000 14740.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 136.000 Mg | 68.00000 9248.00| 68.00000 9248.00| 63.00000 8568.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 132.000 Mg | 66.00000 8712.00| 64.00000 8448.00| 62.00000 8184.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 729.000 m2 | 5.60000 4082.40| 7.00000 5103.00| 5.20000 3790.80 SEAL COAT, 2 | | | 0022 405-05518 729.000 m2 | 1.68000 1224.72| 1.90000 1385.10| 1.60000 1166.40 ASPHALT FOR PRIME COAT | | | 0023 406-05521 6243.000 m2 | 0.22000 1373.46| 0.45000 2809.35| 0.25000 1560.75 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1316.00000 5264.00| 1500.00000 6000.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01846 1.000 EACH| 1848.00000 1848.00| 1800.00000 1800.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-94689 3.000 EACH| 2436.00000 7308.00| 2800.00000 8400.00| 2250.00000 6750.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 1008.00000 1008.00| 1200.00000 1200.00| 940.00000 940.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 139.065 m | 34.00000 4728.21| 35.00000 4867.28| 31.50000 4380.55 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 4.000 EACH| 15.00000 60.00| 12.00000 48.00| 7.20000 28.80 BARRIER DELINEATOR | | | 0030 610-05527 29.000 Mg | 125.00000 3625.00| 130.00000 3770.00| 120.00000 3480.00 HMA FOR APPROACHES | | | 0031 610-06259 150.400 m2 | 60.00000 9024.00| 62.00000 9324.80| 58.00000 8723.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 615-06490 8.000 EACH| 118.00000 944.00| 120.00000 960.00| 110.00000 880.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,023.91 ROUTE : SR 16 CALL ORDER : 401 CONTRACT ID : B -25699-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06505 2.000 EACH| 475.00000 950.00| 600.00000 1200.00| 440.00000 880.00 MONUMENT, B | | | 0034 616-02320 387.000 m2 | 3.60000 1393.20| 3.90000 1509.30| 4.90000 1896.30 GEOTEXTILES | | | 0035 616-06405 259.000 Mg | 22.00000 5698.00| 20.00000 5180.00| 20.00000 5180.00 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 500.00000 1000.00| 700.00000 1400.00| 265.00000 530.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 3500.000 m2 | 0.80000 2800.00| 0.92000 3220.00| 0.75000 2625.00 MULCHED SEEDING, R | | | 0038 621-06567 16.000 kL | 1.10000 17.60| 10.00000 160.00| 1.10000 17.60 WATER | | | 0039 621-06575 550.000 m2 | 6.75000 3712.50| 4.00000 2200.00| 5.80000 3190.00 SODDING, NURSERY | | | 0040 701-95146 156.000 m | 149.00000 23244.00| 128.00000 19968.00| 175.00000 27300.00 PILE, STEEL H, EPOXY COATED, HP 310 X 79| | | 0041 703-51030 1920.000 kg | 1.00000 1920.00| 1.02000 1958.40| 1.30000 2496.00 REINFORCING STEEL | | | 0042 703-51032 13566.000 kg | 1.15000 15600.90| 1.30000 17635.80| 1.40000 18992.40 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 84.400 m3 | 450.00000 37980.00| 456.00000 38486.40| 600.00000 50640.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-05732 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0045 706-51020 9.400 m3 | 450.00000 4230.00| 510.00000 4794.00| 600.00000 5640.00 CONCRETE, C, RAILING | | | 0046 707-05984 97.500 m | 388.10000 37839.75| 410.00000 39975.00| 580.00000 56550.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0047 709-51821 LUMP| 2100.00000 2100.00| 2100.00000 2100.00| 2500.00000 2500.00 SURFACE SEAL | | | 0048 715-02628 1.000 EACH| 220.00000 220.00| 400.00000 400.00| 490.00000 490.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0049 715-05052 40.000 m | 90.00000 3600.00| 58.00000 2320.00| 22.00000 880.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0050 715-05169 13.000 m | 80.00000 1040.00| 59.00000 767.00| 82.00000 1066.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-05407 40.000 m | 12.00000 480.00| 58.00000 2320.00| 28.00000 1120.00 PIPE, END BENT DRAIN, 150 mm | | | 0052 715-05443 6.000 m | 75.00000 450.00| 50.00000 300.00| 52.00000 312.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,023.91 ROUTE : SR 16 CALL ORDER : 401 CONTRACT ID : B -25699-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-46005 1.000 EACH| 160.00000 160.00| 210.00000 210.00| 190.00000 190.00 PIPE END SECTION, 375 mm | | | 0054 801-04308 6.000 EACH| 350.00000 2100.00| 118.00000 708.00| 110.00000 660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 8.000 EACH| 120.00000 960.00| 75.00000 600.00| 55.00000 440.00 BARRICADE, IIIA | | | 0056 801-06606 4.000 EACH| 150.00000 600.00| 105.00000 420.00| 85.00000 340.00 BARRICADE, IIIB | | | 0057 801-06625 30.000 EACH| 100.00000 3000.00| 75.00000 2250.00| 65.00000 1950.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 26.000 EACH| 150.00000 3900.00| 90.00000 2340.00| 90.00000 2340.00 CONSTRUCTION SIGN, A | | | 0059 804-06770 2.000 EACH| 30.00000 60.00| 25.00000 50.00| 21.50000 43.00 DELINEATOR POST | | | 0060 808-06712 285.000 m | 1.20000 342.00| 0.90000 256.50| 0.45000 128.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0061 808-06713 570.000 m | 1.20000 684.00| 0.90000 513.00| 0.45000 256.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 387,528.04| $ 394,031.43| $ 417,980.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 387,528.04| $ 394,031.43| $ 417,980.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,023.91 ROUTE : SR 16 CALL ORDER : 401 CONTRACT ID : B -25699-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1817530 | |LAPORTE CONSTRUCTION CO |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 105-01925 9.000 MOS | 1000.00000 9000.00| 1900.00000 17100.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5321.46000 5321.46| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 21000.00000 21000.00| 23500.00000 23500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3682.29000 3682.29| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 37163.65000 37163.65| 35000.00000 35000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 12.04000 2600.64| 17.60000 3801.60| SURFACE MILLING, ASPHALT | | | 0007 203-02000 176.000 m3 | 26.15000 4602.40| 9.45000 1663.20| EXCAVATION, COMMON | | | 0008 203-02070 918.000 m3 | 24.38000 22380.84| 33.00000 30294.00| BORROW | | | 0009 203-06499 626.000 m2 | 4.53000 2835.78| 10.00000 6260.00| SUBGRADE TREATMENT | | | 0010 203-51223 22.000 m3 | 43.44000 955.68| 22.50000 495.00| EXCAVATION, WATERWAY | | | 0011 205-06932 24.000 m | 28.50000 684.00| 33.65000 807.60| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 350.000 m | 5.25000 1837.50| 6.20000 2170.00| TEMPORARY SILT FENCE | | | 0013 206-51230 84.000 m3 | 33.23000 2791.32| 10.00000 840.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 8.500 m3 | 78.20000 664.70| 51.50000 437.75| B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 25.000 m3 | 53.26000 1331.50| 44.25000 1106.25| AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 873.000 Mg | 15.07000 13156.11| 23.60000 20602.80| COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 674.000 Mg | 50.00000 33700.00| 59.00000 39766.00| HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 268.000 Mg | 53.00000 14204.00| 62.55000 16763.40| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 136.000 Mg | 61.00000 8296.00| 72.00000 9792.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 132.000 Mg | 59.00000 7788.00| 69.65000 9193.80| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,023.91 ROUTE : SR 16 CALL ORDER : 401 CONTRACT ID : B -25699-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1817530 | |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 729.000 m2 | 5.00000 3645.00| 5.90000 4301.10| SEAL COAT, 2 | | | 0022 405-05518 729.000 m2 | 1.50000 1093.50| 1.80000 1312.20| ASPHALT FOR PRIME COAT | | | 0023 406-05521 6243.000 m2 | 0.20000 1248.60| 0.25000 1560.75| ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1175.00000 4700.00| 1390.00000 5560.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01846 1.000 EACH| 1650.00000 1650.00| 1950.00000 1950.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-94689 3.000 EACH| 2175.00000 6525.00| 2570.00000 7710.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 900.00000 900.00| 1065.00000 1065.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 139.065 m | 30.40000 4227.58| 36.00000 5006.34| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 4.000 EACH| 3.98000 15.92| 5.00000 20.00| BARRIER DELINEATOR | | | 0030 610-05527 29.000 Mg | 115.00000 3335.00| 135.70000 3935.30| HMA FOR APPROACHES | | | 0031 610-06259 150.400 m2 | 77.04000 11586.82| 86.00000 12934.40| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 615-06490 8.000 EACH| 324.02000 2592.16| 125.00000 1000.00| RIGHT OF WAY MARKER | | | 0033 615-06505 2.000 EACH| 646.01000 1292.02| 500.00000 1000.00| MONUMENT, B | | | 0034 616-02320 387.000 m2 | 4.70000 1818.90| 3.10000 1199.70| GEOTEXTILES | | | 0035 616-06405 259.000 Mg | 25.04000 6485.36| 21.00000 5439.00| RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 250.00000 500.00| 300.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06559 3500.000 m2 | 0.68000 2380.00| 0.80000 2800.00| MULCHED SEEDING, R | | | 0038 621-06567 16.000 kL | 1.00000 16.00| 1.20000 19.20| WATER | | | 0039 621-06575 550.000 m2 | 5.50000 3025.00| 6.50000 3575.00| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,023.91 ROUTE : SR 16 CALL ORDER : 401 CONTRACT ID : B -25699-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1817530 | |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 701-95146 156.000 m | 165.52000 25821.12| 210.00000 32760.00| PILE, STEEL H, EPOXY COATED, HP 310 X 79| | | 0041 703-51030 1920.000 kg | 1.27000 2438.40| 1.35000 2592.00| REINFORCING STEEL | | | 0042 703-51032 13566.000 kg | 1.09000 14786.94| 1.60000 21705.60| REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 84.400 m3 | 881.48000 74396.91| 670.00000 56548.00| CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-05732 4.000 EACH| 1000.00000 4000.00| 1805.00000 7220.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0045 706-51020 9.400 m3 | 638.30000 6000.02| 875.00000 8225.00| CONCRETE, C, RAILING | | | 0046 707-05984 97.500 m | 306.49000 29882.78| 430.00000 41925.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0047 709-51821 LUMP| 1979.58000 1979.58| 2000.00000 2000.00| SURFACE SEAL | | | 0048 715-02628 1.000 EACH| 1348.99000 1348.99| 520.00000 520.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0049 715-05052 40.000 m | 82.54000 3301.60| 78.00000 3120.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0050 715-05169 13.000 m | 98.14000 1275.82| 81.00000 1053.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-05407 40.000 m | 16.31000 652.40| 21.50000 860.00| PIPE, END BENT DRAIN, 150 mm | | | 0052 715-05443 6.000 m | 279.51000 1677.06| 110.00000 660.00| PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0053 715-46005 1.000 EACH| 854.76000 854.76| 340.00000 340.00| PIPE END SECTION, 375 mm | | | 0054 801-04308 6.000 EACH| 98.00000 588.00| 115.65000 693.90| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 8.000 EACH| 42.00000 336.00| 50.00000 400.00| BARRICADE, IIIA | | | 0056 801-06606 4.000 EACH| 68.00000 272.00| 80.25000 321.00| BARRICADE, IIIB | | | 0057 801-06625 30.000 EACH| 46.00000 1380.00| 54.30000 1629.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 26.000 EACH| 62.00000 1612.00| 73.20000 1903.20| CONSTRUCTION SIGN, A | | | 0059 804-06770 2.000 EACH| 20.00000 40.00| 108.00000 216.00| DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 401 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 422,023.91 ROUTE : SR 16 CALL ORDER : 401 CONTRACT ID : B -25699-A COUNTIES : CASS LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 |(5) 35-1817530 | |LAPORTE CONSTRUCTION CO |PIONEER ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 808-06712 285.000 m | 0.39000 111.15| 0.50000 142.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0061 808-06713 570.000 m | 0.39000 222.30| 0.50000 285.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 424,010.56| $ 480,200.59| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 424,010.56| $ 480,200.59| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 320,843.18 ROUTE : SR 912 CALL ORDER : 411 CONTRACT ID : B -25728-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 22010AA SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION CO $ 154,437.64 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 182,187.64 117.9684% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1035114 | |ELLAS CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 3.000 MOS | 2250.00000 6750.00| 1300.00000 3900.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 7250.00000 7250.00| 12000.00000 12000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 601-04746 2.000 EACH| 8700.00000 17400.00| 3000.00000 6000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0005 602-06639 700.000 LFT | 17.75000 12425.00| 11.00000 7700.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0006 602-06646 460.000 LFT | 16.00000 7360.00| 10.00000 4600.00| TEMPORARY CONCRETE BARRIER | | | 0007 711-51877 LUMP| 36000.00000 36000.00| 33000.00000 33000.00| JACKING AND SUPPORTING BEAMS | | | 0008 711-95316 LUMP| 17000.00000 17000.00| 65000.00000 65000.00| SHOES, STEEL, RESET | | | 0009 801-04308 4.000 EACH| 68.00000 272.00| 68.00000 272.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0011 801-06207 17121.000 LFT | 0.74000 12669.54| 0.74000 12669.54| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06606 6.000 EACH| 58.00000 348.00| 58.00000 348.00| BARRICADE, IIIB | | | 0014 801-06625 8.000 EACH| 28.00000 224.00| 28.00000 224.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0015 801-06640 40.000 EACH| 59.00000 2360.00| 59.00000 2360.00| CONSTRUCTION SIGN, A | | | 0016 801-06645 17.000 EACH| 15.00000 255.00| 15.00000 255.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/27/01 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 320,843.18 ROUTE : SR 912 CALL ORDER : 411 CONTRACT ID : B -25728-A COUNTIES : LAKE LETTING DATE : 06/19/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1035114 | |ELLAS CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 801-06649 260.000 EACH| 3.10000 806.00| 3.10000 806.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0018 801-06710 20.000 DAY | 12.00000 240.00| 12.00000 240.00| FLASHING ARROW SIGN | | | 0019 801-06775 LUMP| 9500.00000 9500.00| 7800.00000 7800.00| MAINTAINING TRAFFIC | | | 0020 801-97643 432.000 LFT | 4.10000 1771.20| 4.10000 1771.20| TEMPORARY BUZZ STRIPS | | | 0027 808-75994 87.000 EACH| 10.00000 870.00| 15.00000 1305.00| PRISMATIC REFLECTOR | | | 0028 808-04767 7109.000 LFT | 2.10000 14928.90| 2.10000 14928.90| LINE , PREFORMED, PATTERNED, BLACK MASK | | | 0029 801-03290 6.000 EACH| 168.00000 1008.00| 168.00000 1008.00| CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 154,437.64| $ 182,187.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 154,437.64| $ 182,187.64| ====================================================================================================================================