INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,009.64 ROUTE : US 52 CALL ORDER : 200 CONTRACT ID : R -26124-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 899,238.19 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 985,458.01 109.5881% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 986,531.58 109.7075% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 992,392.88 110.3593% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,062,000.00 118.1000% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 18500.00000 18500.00| 8300.00000 8300.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| 2200.00000 13200.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 45000.00000 45000.00| 50000.00000 50000.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 18000.00000 18000.00| 12000.00000 12000.00| 19000.00000 19000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 547.000 SYS | 15.00000 8205.00| 15.00000 8205.00| 14.00000 7658.00 PAVEMENT REMOVAL | | | 0008 202-02241 2125.000 LFT | 2.05000 4356.25| 2.00000 4250.00| 1.75000 3718.75 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 6000.00000 6000.00| 15000.00000 15000.00| 5000.00000 5000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0010 202-51330 LUMP | 15000.00000 15000.00| 30000.00000 30000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0011 202-51330 LUMP | 16000.00000 16000.00| 30000.00000 30000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,009.64 ROUTE : US 52 CALL ORDER : 200 CONTRACT ID : R -26124-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02000 284.000 CYS | 70.00000 19880.00| 10.00000 2840.00| 27.00000 7668.00 EXCAVATION, COMMON | | | 0013 205-06937 2500.000 LFT | 1.45000 3625.00| 1.60000 4000.00| 1.40000 3500.00 TEMPORARY SILT FENCE | | | 0014 210-08248 1413.000 SYS | 14.00000 19782.00| 8.00000 11304.00| 16.00000 22608.00 SUBGRADE TREATMENT , TYPE IA | | | 0015 211-07454 512.000 CYS | 20.00000 10240.00| 20.00000 10240.00| 20.00000 10240.00 STRUCTURE BACKFILL | | | 0016 213-08058 307.000 CYS | 65.00000 19955.00| 130.00000 39910.00| 140.00000 42980.00 FLOWABLE BACKFILL | | | 0017 301-07448 1287.000 TON | 16.00000 20592.00| 15.00000 19305.00| 22.00000 28314.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08036 3039.000 SYS | 2.00000 6078.00| 4.50000 13675.50| 2.00000 6078.00 MILLING, ASPHALT, 2 IN. | | | 0019 306-08043 960.000 SYS | 2.00000 1920.00| 4.50000 4320.00| 2.50000 2400.00 MILLING, TRANSITION | | | 0020 402-07433 430.000 TON | 62.00000 26660.00| 57.00000 24510.00| 53.00000 22790.00 HMA SURFACE, TYPE B | | | 0021 402-07438 76.000 TON | 64.00000 4864.00| 69.00000 5244.00| 63.00000 4788.00 HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 517.000 TON | 58.00000 29986.00| 64.32000 33253.44| 59.00000 30503.00 HMA BASE, TYPE B | | | 0023 402-07451 334.000 TON | 56.00000 18704.00| 55.31000 18473.54| 51.00000 17034.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0024 402-07453 1728.000 TON | 53.00000 91584.00| 53.97000 93260.16| 44.00000 76032.00 HMA FOR TEMPORARY PAVEMENT | | | 0025 404-05511 1115.000 SYS | 5.00000 5575.00| 3.83000 4270.45| 3.50000 3902.50 SEAL COAT, 2 | | | 0026 406-05520 1.620 TON | 600.00000 972.00| 200.00000 324.00| 182.00000 294.84 ASPHALT FOR TACK COAT | | | 0027 601-02206 200.000 LFT | 9.40000 1880.00| 12.00000 2400.00| 10.25000 2050.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0028 601-05999 5.000 EACH | 42.00000 210.00| 60.00000 300.00| 45.00000 225.00 CURVED TERMINAL END | | | 0029 601-06854 5.000 EACH | 2180.00000 10900.00| 2850.00000 14250.00| 2550.00000 12750.00 GUARDRAIL, W-BEAM, NESTED | | | 0030 601-07661 2.000 EACH | 1950.00000 3900.00| 1966.50000 3933.00| 1710.00000 3420.00 GUARDRAIL END TREATMENT, OS, TEMPORARY | | | BRIDGE APPROACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,009.64 ROUTE : US 52 CALL ORDER : 200 CONTRACT ID : R -26124-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-94689 5.000 EACH | 2300.00000 11500.00| 2380.00000 11900.00| 2125.00000 10625.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 1175.000 LFT | 12.50000 14687.50| 16.30000 19152.50| 14.25000 16743.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 611-91761 2.000 EACH | 30735.00000 61470.00| 35000.00000 70000.00| 35000.00000 70000.00 TEMPORARY CROSSOVER, A | | | 0034 616-02320 592.000 SYS | 3.00000 1776.00| 3.50000 2072.00| 4.00000 2368.00 GEOTEXTILES | | | 0035 616-05688 700.000 TON | 35.00000 24500.00| 40.00000 28000.00| 40.00000 28000.00 RIPRAP, CLASS 1 | | | 0036 621-01004 1.000 EACH | 435.00000 435.00| 600.00000 600.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02770 95.000 SYS | 3.75000 356.25| 5.00000 475.00| 3.62000 343.90 EROSION CONTROL BLANKET | | | 0038 621-06559 2015.000 SYS | 0.55000 1108.25| 0.62000 1249.30| 0.52000 1047.80 MULCHED SEEDING, R | | | 0039 621-06564 1008.000 SYS | 0.84000 846.72| 1.00000 1008.00| 0.80000 806.40 MULCHED SEEDING, CV | | | 0040 714-06660 64.000 SYS | 485.00000 31040.00| 539.00000 34496.00| 600.00000 38400.00 WINGWALL , STR. NO. 1 | | | 0041 714-06660 32.000 SYS | 600.00000 19200.00| 550.00000 17600.00| 700.00000 22400.00 WINGWALL , STR. NO. 2 | | | 0042 714-06660 117.000 SYS | 525.00000 61425.00| 445.00000 52065.00| 600.00000 70200.00 WINGWALL , STR. NO. 3 | | | 0043 714-08212 6.000 LFT | 2200.00000 13200.00| 1560.00000 9360.00| 2500.00000 15000.00 CULVERT EXTENSION , PRECAST THREE-SIDED | | | REINFORCED | | | 0044 723-06927 48.000 LFT | 1225.00000 58800.00| 974.50000 46776.00| 1500.00000 72000.00 STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | x 108 IN., STR. NO. 1 | | | 0045 723-06927 54.000 LFT | 1300.00000 70200.00| 1203.00000 64962.00| 1650.00000 89100.00 STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | x 128 IN., STR. NO. 3 | | | 0046 801-04308 16.000 EACH | 225.00000 3600.00| 220.00000 3520.00| 175.00000 2800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06207 36420.000 LFT | 0.80000 29136.00| 0.83000 30228.60| 0.78000 28407.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,009.64 ROUTE : US 52 CALL ORDER : 200 CONTRACT ID : R -26124-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1523985 |( 3 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 801-06469 2360.000 LFT | 1.63000 3846.80| 1.79000 4224.40| 1.56000 3681.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0049 801-06640 64.000 EACH | 84.00000 5376.00| 100.00000 6400.00| 75.00000 4800.00 CONSTRUCTION SIGN, A | | | 0050 801-06645 6.000 EACH | 22.00000 132.00| 60.00000 360.00| 45.00000 270.00 CONSTRUCTION SIGN, B | | | 0051 801-06710 360.000 DAY | 10.50000 3780.00| 15.00000 5400.00| 10.00000 3600.00 FLASHING ARROW SIGN | | | 0052 801-06775 LUMP | 25000.00000 25000.00| 65000.00000 65000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0053 801-07118 432.000 LFT | 9.00000 3888.00| 12.00000 5184.00| 8.50000 3672.00 BARRICADE, III-A | | | 0054 801-07119 72.000 LFT | 12.60000 907.20| 16.00000 1152.00| 11.00000 792.00 BARRICADE, III-B | | | 0055 801-07606 1000.000 LFT | 20.00000 20000.00| 14.00000 14000.00| 28.00000 28000.00 TEMPORARY CROSSOVER DRAINAGE PIPE , 15 | | | INCH | | | 0056 808-06701 315.000 LFT | 2.00000 630.00| 2.80000 882.00| 2.50000 787.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0057 808-06713 1258.000 LFT | 0.45000 566.10| 0.60000 754.80| 0.50000 629.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 808-06714 1258.000 LFT | 0.45000 566.10| 0.60000 754.80| 0.50000 629.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0059 808-06716 1266.000 LFT | 0.47000 595.02| 0.72000 911.52| 0.59000 746.94 LINE, REMOVE | | | SECTION TOTALS | $ 899,238.19| $ 985,458.01| $ 986,531.58 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 899,238.19| $ 985,458.01| $ 986,531.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 200 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,009.64 ROUTE : US 52 CALL ORDER : 200 CONTRACT ID : R -26124-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( 5 ) 35-0918397 |( ) |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENTS | | | 0001 105-06845 LUMP | 17000.00000 17000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2100.00000 12600.00| 2500.00000 15000.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 45000.00000 45000.00| 53100.00000 53100.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5000.00000 5000.00| 21200.00000 21200.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 547.000 SYS | 15.00000 8205.00| 27.00000 14769.00| PAVEMENT REMOVAL | | | 0008 202-02241 2125.000 LFT | 3.00000 6375.00| 1.75000 3718.75| GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP | 8000.00000 8000.00| 12000.00000 12000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0010 202-51330 LUMP | 23000.00000 23000.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0011 202-51330 LUMP | 23000.00000 23000.00| 20000.00000 20000.00| PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0012 203-02000 284.000 CYS | 18.00000 5112.00| 80.00000 22720.00| EXCAVATION, COMMON | | | 0013 205-06937 2500.000 LFT | 2.25000 5625.00| 1.38000 3450.00| TEMPORARY SILT FENCE | | | 0014 210-08248 1413.000 SYS | 19.50000 27553.50| 20.00000 28260.00| SUBGRADE TREATMENT , TYPE IA | | | 0015 211-07454 512.000 CYS | 15.00000 7680.00| 36.00000 18432.00| STRUCTURE BACKFILL | | | 0016 213-08058 307.000 CYS | 185.00000 56795.00| 102.00000 31314.00| FLOWABLE BACKFILL | | | 0017 301-07448 1287.000 TON | 15.00000 19305.00| 25.00000 32175.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08036 3039.000 SYS | 3.00000 9117.00| 3.65000 11092.35| MILLING, ASPHALT, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 200 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,009.64 ROUTE : US 52 CALL ORDER : 200 CONTRACT ID : R -26124-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( 5 ) 35-0918397 |( ) |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 306-08043 960.000 SYS | 3.00000 2880.00| 10.00000 9600.00| MILLING, TRANSITION | | | 0020 402-07433 430.000 TON | 56.00000 24080.00| 52.06000 22385.80| HMA SURFACE, TYPE B | | | 0021 402-07438 76.000 TON | 68.00000 5168.00| 62.91000 4781.16| HMA INTERMEDIATE, TYPE B | | | 0022 402-07441 517.000 TON | 62.00000 32054.00| 58.47000 30228.99| HMA BASE, TYPE B | | | 0023 402-07451 334.000 TON | 58.00000 19372.00| 50.31000 16803.54| HMA, TYPE B, WEDGE AND LEVEL | | | 0024 402-07453 1728.000 TON | 49.00000 84672.00| 43.68000 75479.04| HMA FOR TEMPORARY PAVEMENT | | | 0025 404-05511 1115.000 SYS | 4.00000 4460.00| 3.48000 3880.20| SEAL COAT, 2 | | | 0026 406-05520 1.620 TON | 300.00000 486.00| 181.67000 294.31| ASPHALT FOR TACK COAT | | | 0027 601-02206 200.000 LFT | 13.00000 2600.00| 10.25000 2050.00| TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0028 601-05999 5.000 EACH | 85.00000 425.00| 45.00000 225.00| CURVED TERMINAL END | | | 0029 601-06854 5.000 EACH | 2800.00000 14000.00| 2550.00000 12750.00| GUARDRAIL, W-BEAM, NESTED | | | 0030 601-07661 2.000 EACH | 1875.00000 3750.00| 1710.00000 3420.00| GUARDRAIL END TREATMENT, OS, TEMPORARY | | | BRIDGE APPROACH | | | 0031 601-94689 5.000 EACH | 2350.00000 11750.00| 2125.00000 10625.00| GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 1175.000 LFT | 17.00000 19975.00| 14.25000 16743.75| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 611-91761 2.000 EACH | 23000.00000 46000.00| 55000.00000 110000.00| TEMPORARY CROSSOVER, A | | | 0034 616-02320 592.000 SYS | 3.00000 1776.00| 3.00000 1776.00| GEOTEXTILES | | | 0035 616-05688 700.000 TON | 43.00000 30100.00| 35.00000 24500.00| RIPRAP, CLASS 1 | | | 0036 621-01004 1.000 EACH | 700.00000 700.00| 425.00000 425.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 200 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,009.64 ROUTE : US 52 CALL ORDER : 200 CONTRACT ID : R -26124-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( 5 ) 35-0918397 |( ) |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-02770 95.000 SYS | 5.00000 475.00| 3.62000 343.90| EROSION CONTROL BLANKET | | | 0038 621-06559 2015.000 SYS | 1.55000 3123.25| 0.52000 1047.80| MULCHED SEEDING, R | | | 0039 621-06564 1008.000 SYS | 2.35000 2368.80| 0.80000 806.40| MULCHED SEEDING, CV | | | 0040 714-06660 64.000 SYS | 570.00000 36480.00| 380.00000 24320.00| WINGWALL , STR. NO. 1 | | | 0041 714-06660 32.000 SYS | 546.00000 17472.00| 380.00000 12160.00| WINGWALL , STR. NO. 2 | | | 0042 714-06660 117.000 SYS | 515.00000 60255.00| 380.00000 44460.00| WINGWALL , STR. NO. 3 | | | 0043 714-08212 6.000 LFT | 2300.00000 13800.00| 4000.00000 24000.00| CULVERT EXTENSION , PRECAST THREE-SIDED | | | REINFORCED | | | 0044 723-06927 48.000 LFT | 1300.00000 62400.00| 1850.00000 88800.00| STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | x 108 IN., STR. NO. 1 | | | 0045 723-06927 54.000 LFT | 1500.00000 81000.00| 1850.00000 99900.00| STRUCTURE, PRECAST THREE-SIDED, 144 IN. | | | x 128 IN., STR. NO. 3 | | | 0046 801-04308 16.000 EACH | 200.00000 3200.00| 219.00000 3504.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06207 36420.000 LFT | 0.88000 32049.60| 0.78000 28407.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06469 2360.000 LFT | 1.80000 4248.00| 1.58000 3728.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0049 801-06640 64.000 EACH | 89.00000 5696.00| 82.00000 5248.00| CONSTRUCTION SIGN, A | | | 0050 801-06645 6.000 EACH | 60.00000 360.00| 21.00000 126.00| CONSTRUCTION SIGN, B | | | 0051 801-06710 360.000 DAY | 15.00000 5400.00| 10.00000 3600.00| FLASHING ARROW SIGN | | | 0052 801-06775 LUMP | 60000.00000 60000.00| 34344.34000 34344.34| MAINTAINING TRAFFIC | | | 0053 801-07118 432.000 LFT | 11.00000 4752.00| 8.65000 3736.80| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 200 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 857,009.64 ROUTE : US 52 CALL ORDER : 200 CONTRACT ID : R -26124-A COUNTIES : BENTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1386990 |( 5 ) 35-0918397 |( ) |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 801-07119 72.000 LFT | 15.00000 1080.00| 12.15000 874.80| BARRICADE, III-B | | | 0055 801-07606 1000.000 LFT | 11.00000 11000.00| 17.15000 17150.00| TEMPORARY CROSSOVER DRAINAGE PIPE , 15 | | | INCH | | | 0056 808-06701 315.000 LFT | 2.75000 866.25| 1.95000 614.25| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0057 808-06713 1258.000 LFT | 0.65000 817.70| 0.42000 528.36| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0058 808-06714 1258.000 LFT | 0.65000 817.70| 0.42000 528.36| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0059 808-06716 1266.000 LFT | 0.88000 1114.08| 0.45000 569.70| LINE, REMOVE | | | SECTION TOTALS | $ 992,392.88| $ 1,062,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 992,392.88| $ 1,062,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 220 CONTRACT ID : R -27259-A COUNTIES : MARION LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/09/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 1,690,439.78 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,756,775.51 103.9242% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,822,330.00 107.8021% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,846,460.78 109.2296% 5 35-1139301 E & B PAVING, INC. $ 1,854,548.67 109.7081% 6 35-1609544 SCHUTT-LOOKABILL CO $ 2,019,553.44 119.4691% 7 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,046,792.60 121.0805% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 224 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 224 CONTRACT ID : R -27275-B COUNTIES : VIGO LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC $ 1,418,665.72 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 1,579,942.27 111.3682% 3 74-2851603 QUANTA SERVICES, INC. $ 1,582,734.50 111.5650% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 230 CONTRACT ID : R -27517-A COUNTIES : DEARBORN LETTING DATE : 01/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/23/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1996475 C & H/M EXCAVATING, INC. $ 551,190.46 100.0000% 2 35-1817530 PIONEER ASSOCIATES, INC. $ 578,252.00 104.9097% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 637,859.00 115.7239% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 648,118.50 117.5852% 5 61-1256623 LOUISVILLE PAVING CO. $ 697,000.00 126.4536% 6 35-0999231 HUNT PAVING COMPANY, INC. $ 719,709.50 130.5736% 7 35-1357381 O'MARA, DAVE CONTRACTOR $ 763,979.58 138.6054% 31-1038203 PRUS CONSTRUCTION COMPANY IRREGULAR ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,848,651.30 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27621-B COUNTIES : MIAMI LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/18/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,394,079.98 100.0000% ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REHABILITATION AND WIDENING | | | 0001 105-06845 LUMP | 80000.00000 80000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1633.39000 29401.02| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 219000.00000 219000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 87500.00000 87500.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 7899.000 SYS | 10.00000 78990.00| | PAVEMENT REMOVAL | | | 0008 202-02245 1.000 EACH | 452.57000 452.57| | TREE, 6 IN., REMOVE | | | 0009 202-02255 3.000 EACH | 594.41000 1783.23| | TREE, 18 IN., REMOVE | | | 0010 202-02260 4.000 EACH | 1532.46000 6129.84| | TREE, 30 IN., REMOVE | | | 0011 202-02265 1.000 EACH | 3064.92000 3064.92| | TREE, 48 IN., REMOVE | | | 0012 202-02278 2368.000 LFT | 5.62000 13308.16| | CURB, CONCRETE, REMOVE | | | 0013 202-78515 LUMP | 4800.00000 4800.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,848,651.30 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27621-B COUNTIES : MIAMI LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 202-91385 28.000 EACH | 600.12000 16803.36| | INLET, REMOVE | | | 0015 203-02000 2660.000 CYS | 72.00000 191520.00| | EXCAVATION, COMMON | | | 0016 205-06933 1.000 EACH | 100.00000 100.00| | TEMPORARY DITCH INLET PROTECTION | | | 0017 207-07500 4899.000 SYS | 12.50000 61237.50| | SUBGRADE TREATMENT, TYPE C | | | 0018 211-07454 9005.000 CYS | 16.12000 145160.60| | STRUCTURE BACKFILL | | | 0019 301-07448 695.000 TON | 37.29000 25916.55| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-07449 5.000 TON | 39.04000 195.20| | COMPACTED AGGREGATE, NO. 73 | | | 0021 304-07491 2205.000 TON | 64.04000 141208.20| | HMA PATCHING, TYPE C | | | 0022 304-07494 220.000 TON | 75.29000 16563.80| | WIDENING WITH HMA, TYPE C | | | 0023 305-08343 548.000 SYS | 20.96000 11486.08| | WIDENING WITH PCC BASE , 4 IN. | | | 0024 306-08038 30122.000 SYS | 2.42000 72895.24| | MILLING, ASPHALT, 4 IN. | | | 0025 401-07334 2510.000 TON | 44.15000 110816.50| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0026 401-07403 4185.000 TON | 33.48000 140113.80| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0027 401-07418 3950.000 TON | 46.22000 182569.00| | QC/QA-HMA, 3, 76, BASE, 25.0 MM | | | 0028 402-07442 1180.000 TON | 48.26000 56946.80| | HMA BASE, TYPE C | | | 0029 406-05520 22.000 TON | 224.43000 4937.46| | ASPHALT FOR TACK COAT | | | 0030 604-06070 7650.000 SYS | 29.00000 221850.00| | SIDEWALK, CONCRETE | | | 0031 604-06844 22590.000 SFT | 2.00000 45180.00| | BRICK , SIDEWALK, REMOVAL | | | 0032 604-07894 73.000 SYS | 143.00000 10439.00| | CURB RAMP, CONCRETE, A | | | 0033 604-07896 23.000 SYS | 100.00000 2300.00| | CURB RAMP, CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,848,651.30 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27621-B COUNTIES : MIAMI LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 604-07897 6.000 SYS | 267.00000 1602.00| | CURB RAMP, CONCRETE, C | | | 0035 604-07901 497.000 SYS | 193.00000 95921.00| | CURB RAMP, CONCRETE, G | | | 0036 604-07902 23.000 SYS | 282.00000 6486.00| | CURB RAMP, CONCRETE, H | | | 0037 604-07903 28.000 SYS | 164.00000 4592.00| | CURB RAMP, CONCRETE, K | | | 0038 605-06120 520.000 LFT | 22.44000 11668.80| | CURB, CONCRETE | | | 0039 605-06155 7935.000 LFT | 9.89000 78477.15| | CURB AND GUTTER, CONCRETE, MODIFIED | | | 0040 605-92578 140.000 SYS | 50.00000 7000.00| | CURB WALK, CONCRETE | | | 0041 610-07488 810.000 TON | 88.33000 71547.30| | HMA FOR APPROACHES, TYPE C | | | 0042 611-05330 3516.000 SYS | 43.00000 151188.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0043 621-01004 1.000 EACH | 200.00000 200.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06559 1990.000 SYS | 0.40000 796.00| | MULCHED SEEDING, R | | | 0045 621-06567 49.000 MG | 2.50000 122.50| | WATER | | | 0046 621-06575 12060.000 SYS | 3.43000 41365.80| | SODDING, NURSERY | | | 0047 703-51030 430.000 LBS | 1.50000 645.00| | REINFORCING STEEL | | | 0048 714-44240 12.000 CYS | 950.00000 11400.00| | CONCRETE, A, STRUCTURES | | | 0049 715-01902 170.000 LFT | 58.96000 10023.20| | WATER SERVICE LINE, 2 IN. | | | 0050 715-02187 10.000 EACH | 107.12000 1071.20| | WATER VALVE BOX, ADJUST | | | 0051 715-05024 1245.000 LFT | 78.00000 97110.00| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0052 715-05147 38.000 LFT | 35.94000 1365.72| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,848,651.30 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27621-B COUNTIES : MIAMI LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 715-05149 3400.000 LFT | 45.00000 153000.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0054 715-05151 155.000 LFT | 51.35000 7959.25| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0055 715-05152 1130.000 LFT | 53.00000 59890.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0056 715-05154 690.000 LFT | 55.81000 38508.90| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0057 715-05156 3265.000 LFT | 64.00000 208960.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0058 720-44000 8.000 EACH | 234.11000 1872.88| | CASTING, ADJUST TO GRADE | | | 0059 720-45005 1.000 EACH | 1305.82000 1305.82| | INLET, A2 | | | 0060 720-45045 60.000 EACH | 1357.31000 81438.60| | INLET, J10 | | | 0061 720-45055 14.000 EACH | 1357.31000 19002.34| | INLET, M10 | | | 0062 720-45265 1.000 EACH | 958.86000 958.86| | PIPE CATCH BASIN, 15 IN. | | | 0063 720-45410 18.000 EACH | 1800.00000 32400.00| | MANHOLE, C4 | | | 0064 720-94612 3.000 EACH | 3900.00000 11700.00| | MANHOLE, K4 | | | 0065 720-95422 20.000 EACH | 3000.00000 60000.00| | MANHOLE, J4 | | | 0066 721-43030 1.000 EACH | 1463.76000 1463.76| | AUTOMATIC DRAINAGE GATE, 30 IN. | | | 0067 721-43035 1.000 EACH | 1731.03000 1731.03| | AUTOMATIC DRAINAGE GATE, 36 IN. | | | 0068 732-02185 70.000 LFT | 48.48000 3393.60| | WATER SERVICE LINE, 1.50 IN. | | | 0069 732-04751 5.000 EACH | 1337.49000 6687.45| | WATER SERVICE LINE CONNECTION, ABANDON | | | 0070 732-04965 770.000 LFT | 44.00000 33880.00| | WATER SERVICE LINE , 1 IN. | | | 0071 732-04994 2.000 EACH | 142.80000 285.60| | METER VAULT LID ADJUSTMENT | | | 0072 732-04995 3.000 EACH | 9065.88000 27197.64| | LINE STOP INSERTION AND REMOVAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,848,651.30 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27621-B COUNTIES : MIAMI LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 732-90573 4095.000 LFT | 43.50000 178132.50| | WATER SERVICE LINE, 0.75 IN | | | 0074 732-91742 6.000 EACH | 2572.63000 15435.78| | FIRE HYDRANT ASSEMBLY METHOD I | | | 0075 732-91742 4.000 EACH | 2572.63000 10290.52| | FIRE HYDRANT ASSEMBLY METHOD II | | | 0076 732-94780 11.000 EACH | 1967.65000 21644.15| | WATER SERVICE CONNECTION 1 IN. TWO 5/8 | | | IN. METERS | | | 0077 732-94780 6.000 EACH | 1971.53000 11829.18| | WATER SERVICE CONNECTION 1 IN. WITH 1 | | | IN. METER | | | 0078 732-94780 1.000 EACH | 1317.98000 1317.98| | WATER SERVICE CONNECTION 1.5 IN. | | | 0079 732-94780 3.000 EACH | 1240.73000 3722.19| | WATER SERVICE CONNECTION 2 IN. | | | 0080 732-94780 93.000 EACH | 1400.00000 130200.00| | WATER SERVICE CONNECTION 3/4 IN. WITH | | | 5/8 IN. METER | | | 0081 801-01504 1.000 EACH | 45.00000 45.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0082 801-01505 1.000 EACH | 65.00000 65.00| | TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0083 801-04308 35.000 EACH | 350.00000 12250.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0084 801-06207 15300.000 LFT | 0.70000 10710.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0085 801-06625 8.000 EACH | 125.00000 1000.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0086 801-06640 56.000 EACH | 250.00000 14000.00| | CONSTRUCTION SIGN, A | | | 0087 801-06645 9.000 EACH | 65.00000 585.00| | CONSTRUCTION SIGN, B | | | 0088 801-06710 120.000 DAY | 25.00000 3000.00| | FLASHING ARROW SIGN | | | 0089 801-06775 LUMP | 261500.00000 261500.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,848,651.30 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27621-B COUNTIES : MIAMI LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 801-07119 1100.000 LFT | 21.00000 23100.00| | BARRICADE, III-B | | | 0091 802-05701 854.000 LFT | 12.00000 10248.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0092 802-76025 508.000 SFT | 9.50000 4826.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0093 802-76035 71.000 SFT | 9.55000 678.05| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS DOUBLE FACED| | | 0094 802-76045 44.000 SFT | 14.00000 616.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0095 802-96121 8.000 EACH | 75.00000 600.00| | PEDSTRIAN PUSH BUTTON AND SIGN. | | | 0096 805-01842 9.000 EACH | 550.00000 4950.00| | HANDHOLE, SIGNAL | | | 0097 805-02072 1.000 EACH | 3150.00000 3150.00| | SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0098 805-02073 2.000 EACH | 3160.00000 6320.00| | SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0099 805-02077 2.000 EACH | 3360.00000 6720.00| | SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0100 805-02152 14.000 EACH | 400.00000 5600.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0101 805-05673 1.000 EACH | 3600.00000 3600.00| | SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 30 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0102 805-05673 1.000 EACH | 3750.00000 3750.00| | SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 35 FT. SIGNAL ARM, 12 FT. | | | LUMINAIRE ARM, | | | 0103 805-06101 38.000 EACH | 470.00000 17860.00| | FOUNDATION , LIGHT POLE, 24 IN. DIA. X | | | 6FT., | | | 0104 805-06592 3985.000 LFT | 12.00000 47820.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,848,651.30 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27621-B COUNTIES : MIAMI LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0105 805-78100 2.000 EACH | 8000.00000 16000.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0106 805-78190 8.000 EACH | 500.00000 4000.00| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0107 805-78205 13.000 EACH | 700.00000 9100.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0108 805-78230 1.000 EACH | 1000.00000 1000.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0109 805-78445 6.000 EACH | 485.00000 2910.00| | SIGNAL SERVICE | | | 0110 805-78467 195.000 LFT | 2.00000 390.00| | SIGNAL CABLE, 3C 8GA. | | | 0111 805-78470 5435.000 LFT | 0.22000 1195.70| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0112 805-78480 1075.000 LFT | 0.70000 752.50| | SIGNAL CABLE, 3C 14GA. | | | 0113 805-78485 1795.000 LFT | 0.78000 1400.10| | SIGNAL CABLE, 5C 14GA. | | | 0114 805-78490 905.000 LFT | 1.00000 905.00| | SIGNAL CABLE, 7C 14GA. | | | 0115 805-78785 13.000 EACH | 410.00000 5330.00| | SIGNAL DETECTOR HOUSING | | | 0116 805-78795 1745.000 LFT | 9.50000 16577.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0117 805-78900 6.000 EACH | 320.00000 1920.00| | PEDESTAL FOUNDATION, A | | | 0118 805-90005 6.000 EACH | 440.00000 2640.00| | SIGNAL PEDESTAL, 10 FT. | | | 0119 805-90187 150.000 LFT | 31.00000 4650.00| | CONDUIT, STEEL, GALVANIZED, 4 IN. | | | 0120 807-03951 38.000 EACH | 1185.00000 45030.00| | LIGHT POLE, ORNAMENTAL , DOUBLE | | | LUMINAIRE BRACKET, GFI | | | 0121 807-04651 1520.000 LFT | 0.55000 836.00| | WIRE , THHN, NO. 10 AWG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 240 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,848,651.30 ROUTE : CALL ORDER : 240 CONTRACT ID : R -27621-B COUNTIES : MIAMI LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( ) |( ) |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0122 807-04866 76.000 EACH | 845.00000 64220.00| | LUMINAIRE , DECORATIVE, 250 WATT, HPS | | | 0123 807-07580 10161.000 LFT | 4.00000 40644.00| | WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0124 807-86810 4.000 EACH | 3650.00000 14600.00| | SERVICE POINT, II | | | 0125 807-86915 76.000 EACH | 22.00000 1672.00| | CONNECTOR KIT, FUSED | | | 0126 807-86925 90.000 EACH | 20.00000 1800.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0127 807-86935 76.000 EACH | 21.00000 1596.00| | INSULATION LINK, WATERPROOFED | | | 0128 808-06701 300.000 LFT | 0.31000 93.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0129 808-06703 1530.000 LFT | 0.31000 474.30| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0130 808-75240 1440.000 LFT | 0.31000 446.40| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0131 808-75245 9365.000 LFT | 0.31000 2903.15| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0132 808-75297 465.000 LFT | 2.90000 1348.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0133 808-75300 2445.000 LFT | 1.00000 2445.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0134 808-75320 25.000 EACH | 55.00000 1375.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0135 808-75325 25.000 EACH | 76.00000 1900.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0136 808-95933 2265.000 LFT | 0.65000 1472.25| | CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 4,394,079.98| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,394,079.98| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 20 CALL ORDER : 280 CONTRACT ID : R -27711-A COUNTIES : LAGRANGE LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/12/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 999,631.25 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,166,384.00 116.6814% 3 35-1139301 E & B PAVING, INC. $ 1,177,075.74 117.7510% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,249,070.31 124.9531% 5 35-0997978 PHEND & BROWN, INC. $ 1,468,480.58 146.9022% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 284 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 181,340.00 ROUTE : SR 62 CALL ORDER : 284 CONTRACT ID : R -27777-B COUNTIES : WARRICK LETTING DATE : 01/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 07/22/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 171,221.00 100.0000% 2 35-1284120 KOBERSTEIN TRUCKING INC. $ 179,765.00 104.9900% ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1284120 |( ) |HIS CONSTRUCTORS LLC |KOBERSTEIN TRUCKING INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 8000.00000 8000.00| 8985.00000 8985.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-01405 60.000 CYS | 67.00000 4020.00| 96.00000 5760.00| CONTAMINATED SOIL, REMOVE AND DISPOSE | | | 0003 202-03000 LUMP | 74877.00000 74877.00| 65000.00000 65000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 70 | | | 0004 202-03000 LUMP | 8550.00000 8550.00| 7500.00000 7500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 82 | | | 0005 202-03099 1.000 EACH | 5750.00000 5750.00| 3600.00000 3600.00| ABOVE GROUND STORAGE TANK, REMOVE AND | | | DISPOSE | | | 0006 202-05544 2000.000 GAL | 1.20000 2400.00| 2.20000 4400.00| REGULATED MATERIALS, DISPOSE, C , SLUDG | | | 0007 202-05545 300.000 CYS | 38.00000 11400.00| 32.00000 9600.00| REGULATED MATERIALS, DISPOSE, C | | | 0008 202-05549 2000.000 GAL | 0.74000 1480.00| 1.10000 2200.00| REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0009 202-05550 300.000 CYS | 20.00000 6000.00| 32.00000 9600.00| REGULATED MATERIALS, REMOVE, C | | | 0010 202-05554 2000.000 GAL | 0.48000 960.00| 1.10000 2200.00| REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0011 202-05555 300.000 CYS | 9.00000 2700.00| 32.00000 9600.00| REGULATED MATERIALS, TRANSPORT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 284 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 181,340.00 ROUTE : SR 62 CALL ORDER : 284 CONTRACT ID : R -27777-B COUNTIES : WARRICK LETTING DATE : 01/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( 2 ) 35-1284120 |( ) |HIS CONSTRUCTORS LLC |KOBERSTEIN TRUCKING INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-05824 1.000 EACH | 7700.00000 7700.00| 7800.00000 7800.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 3000 THROUGH 6000 GALLONS | | | CAPACITY | | | 0013 202-05825 2.000 EACH | 7700.00000 15400.00| 11390.00000 22780.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, OVER 6000 THROUGH 10000 | | | GALLONS CAPACITY | | | 0014 210-05877 30.000 EACH | 172.00000 5160.00| 132.00000 3960.00| TESTING FOR WASTE, SOIL, 48 HRS, CPAH | | | 0015 210-05877 30.000 EACH | 142.00000 4260.00| 132.00000 3960.00| TESTING FOR WASTE, SOIL, 48 HRS, | | | NAPTHOLENE | | | 0016 210-05877 30.000 EACH | 162.00000 4860.00| 54.00000 1620.00| TESTING FOR WASTE, TPH, 48 HOUR | | | TURNAROUND | | | 0017 210-05877 8.000 EACH | 42.00000 336.00| 56.00000 448.00| TESTING FOR WASTE, WATER, BTEX-MTBE | | | 0018 210-05877 12.000 EACH | 87.00000 1044.00| 98.00000 1176.00| TESTING FOR WASTE, WATER, CPAH | | | 0019 210-05877 12.000 EACH | 75.00000 900.00| 98.00000 1176.00| TESTING FOR WASTE, WATER, NAPTHOLENE | | | 0020 211-02050 240.000 CYS | 22.60000 5424.00| 35.00000 8400.00| B BORROW | | | SECTION TOTALS | $ 171,221.00| $ 179,765.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 171,221.00| $ 179,765.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 286 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 286 CONTRACT ID : R -27779-A COUNTIES : PERRY LETTING DATE : 01/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/31/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,191,714.60 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,198,208.10 100.5449% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,238,531.98 103.9286% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 25 CALL ORDER : 290 CONTRACT ID : R -27833-A COUNTIES : FULTON LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/17/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817530 PIONEER ASSOCIATES, INC. CONDITIONAL BID $ 457,300.00 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 474,011.65 103.6544% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 484,749.15 106.0024% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 552,996.05 120.9263% 5 35-1489621 HRP CONSTRUCTION, INC. $ 594,197.92 129.9361% 6 35-1139301 E & B PAVING, INC. $ 699,568.86 152.9781% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 162 264 257 CALL ORDER : 310 CONTRACT ID : R -27972-A COUNTIES : DUBOIS PIKE LETTING DATE : 01/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 234,635.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 266,451.00 113.5598% 3 35-1801998 CLR, INC. $ 299,062.00 127.4584% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,710.00 ROUTE : US 41 CALL ORDER : 320 CONTRACT ID : R -28028-A COUNTIES : PARKE LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 11,320.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 12,700.00 112.1908% 3 30-8027898 BRYAN'S HAULING & EXCAVATING $ 14,492.00 128.0212% 4 35-1052024 R H MARLIN INC $ 20,404.00 180.2473% 5 35-1801998 CLR, INC. $ 22,400.00 197.8799% ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 30-8027898 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |BRYAN'S HAULING & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 10210.00000 10210.00| 12000.00000 12000.00| 12192.00000 12192.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0002 202-03135 50.000 SFT | 15.00000 750.00| 10.00000 500.00| 30.00000 1500.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0003 621-06559 200.000 SYS | 1.80000 360.00| 1.00000 200.00| 4.00000 800.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 11,320.00| $ 12,700.00| $ 14,492.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,320.00| $ 12,700.00| $ 14,492.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 20,710.00 ROUTE : US 41 CALL ORDER : 320 CONTRACT ID : R -28028-A COUNTIES : PARKE LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1052024 |( 5 ) 35-1801998 |( ) |R H MARLIN INC |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 202-03000 LUMP | 16804.00000 16804.00| 19000.00000 19000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 48 | | | 0002 202-03135 50.000 SFT | 45.00000 2250.00| 50.00000 2500.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0003 621-06559 200.000 SYS | 6.75000 1350.00| 4.50000 900.00| MULCHED SEEDING, R | | | SECTION TOTALS | $ 20,404.00| $ 22,400.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 20,404.00| $ 22,400.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 38,298.54 ROUTE : SR 53 CALL ORDER : 330 CONTRACT ID : R -28038-A COUNTIES : LAKE LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/29/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 18,002.60 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 32,336.00 179.6185% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 35,886.80 199.3423% ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1817574 |( 3 ) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION |YARDBERRY LANDSCAPE |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 2000.00000 2000.00| 1500.00000 1500.00| 1800.00000 1800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 16000.00000 16000.00| 30000.00000 30000.00| 33000.00000 33000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0003 621-06560 418.000 m2 | 0.00622 2.60| 2.00000 836.00| 2.60000 1086.80 MULCHED SEEDING, U | | | SECTION TOTALS | $ 18,002.60| $ 32,336.00| $ 35,886.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,002.60| $ 32,336.00| $ 35,886.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 14,520.31 ROUTE : US 6 CALL ORDER : 340 CONTRACT ID : R -28039-A COUNTIES : LAKE LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 10,318.10 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 12,001.00 116.3102% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 17,751.50 172.0423% ==================================================================================================================================== |( 1 ) 35-1582109 |( 2 ) 35-1817574 |( 3 ) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION |YARDBERRY LANDSCAPE |ELLAS CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 1600.00000 1600.00| 500.00000 500.00| 850.00000 850.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 8000.00000 8000.00| 11000.00000 11000.00| 16150.00000 16150.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 621-06559 167.000 m2 | 4.30000 718.10| 3.00000 501.00| 4.50000 751.50 MULCHED SEEDING, R | | | SECTION TOTALS | $ 10,318.10| $ 12,001.00| $ 17,751.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,318.10| $ 12,001.00| $ 17,751.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,349.60 ROUTE : SR 44 CALL ORDER : 350 CONTRACT ID : R -28040-A COUNTIES : SHELBY LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 13,203.00 100.0000% 2 30-8027898 BRYAN'S HAULING & EXCAVATING $ 13,492.00 102.1889% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 13,526.88 102.4531% 4 35-1817574 YARDBERRY LANDSCAPE $ 15,366.00 116.3826% 5 35-1568035 HOLMAN EXCAVATING $ 22,045.00 166.9696% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 23,690.00 179.4289% 7 35-1052024 R H MARLIN INC $ 26,363.50 199.6781% 8 35-1636776 LINKEL COMPANY $ 57,630.00 436.4917% ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 30-8027898 |( 3 ) 35-1128289 |HAUER EXCAVATING |BRYAN'S HAULING & EXCAVATING |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 3800.00000 3800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 12090.00000 12090.00| 10360.00000 10360.00| 8255.00000 8255.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 202-03135 3.000 m2 | 10.00000 30.00| 600.00000 1800.00| 370.00000 1110.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0004 621-06560 83.000 m2 | 1.00000 83.00| 4.00000 332.00| 4.36000 361.88 MULCHED SEEDING, U | | | SECTION TOTALS | $ 13,203.00| $ 13,492.00| $ 13,526.88 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,203.00| $ 13,492.00| $ 13,526.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,349.60 ROUTE : SR 44 CALL ORDER : 350 CONTRACT ID : R -28040-A COUNTIES : SHELBY LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1817574 |( 5 ) 35-1568035 |( 6 ) 35-1917625 |YARDBERRY LANDSCAPE |HOLMAN EXCAVATING |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 600.00000 600.00| 5925.00000 5925.00| 525.00000 525.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 14000.00000 14000.00| 11040.00000 11040.00| 19590.00000 19590.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 202-03135 3.000 m2 | 200.00000 600.00| 310.00000 930.00| 500.00000 1500.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0004 621-06560 83.000 m2 | 2.00000 166.00| 50.00000 4150.00| 25.00000 2075.00 MULCHED SEEDING, U | | | SECTION TOTALS | $ 15,366.00| $ 22,045.00| $ 23,690.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,366.00| $ 22,045.00| $ 23,690.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 23,349.60 ROUTE : SR 44 CALL ORDER : 350 CONTRACT ID : R -28040-A COUNTIES : SHELBY LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1052024 |( 8 ) 35-1636776 |( ) |R H MARLIN INC |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 3860.00000 3860.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 19500.00000 19500.00| 50000.00000 50000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 6 | | | 0003 202-03135 3.000 m2 | 766.00000 2298.00| 600.00000 1800.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0004 621-06560 83.000 m2 | 8.50000 705.50| 10.00000 830.00| MULCHED SEEDING, U | | | SECTION TOTALS | $ 26,363.50| $ 57,630.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 26,363.50| $ 57,630.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 225,274.54 ROUTE : I-70 CALL ORDER : 360 CONTRACT ID : R -28042-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/05/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 56,005.45 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 56,938.50 101.6660% 3 35-1874009 HAUER EXCAVATING $ 56,985.80 101.7505% 4 35-1416264 LIMESTONE PRODUCTS, INC. $ 58,781.17 104.9562% 5 35-1052024 R H MARLIN INC $ 75,761.00 135.2743% 6 35-1636776 LINKEL COMPANY $ 88,130.00 157.3597% ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1817574 |( 3 ) 35-1874009 |BEATY CONSTRUCTION, INC. |YARDBERRY LANDSCAPE |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 2200.00000 2200.00| 2700.00000 2700.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 6800.00000 6800.00| 7500.00000 7500.00| 9593.00000 9593.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 08 | | | 0003 202-03000 LUMP | 12300.00000 12300.00| 10000.00000 10000.00| 14629.00000 14629.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0004 202-03000 LUMP | 11000.00000 11000.00| 9500.00000 9500.00| 14631.00000 14631.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0005 202-03135 679.000 m2 | 32.85000 22305.15| 39.50000 26820.50| 22.50000 15277.50 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0006 621-06560 418.000 m2 | 3.35000 1400.30| 1.00000 418.00| 0.85000 355.30 MULCHED SEEDING, U | | | SECTION TOTALS | $ 56,005.45| $ 56,938.50| $ 56,985.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 56,005.45| $ 56,938.50| $ 56,985.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 225,274.54 ROUTE : I-70 CALL ORDER : 360 CONTRACT ID : R -28042-A COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1416264 |( 5 ) 35-1052024 |( 6 ) 35-1636776 |LIMESTONE PRODUCTS, INC. |R H MARLIN INC |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 4071.00000 4071.00| 2700.00000 2700.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 3552.00000 3552.00| 8035.00000 8035.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 08 | | | 0003 202-03000 LUMP | 10976.00000 10976.00| 14440.00000 14440.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 21 | | | 0004 202-03000 LUMP | 12990.00000 12990.00| 19560.00000 19560.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 22 | | | 0005 202-03135 679.000 m2 | 38.81000 26351.99| 42.00000 28518.00| 50.00000 33950.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0006 621-06560 418.000 m2 | 2.01000 840.18| 6.00000 2508.00| 10.00000 4180.00 MULCHED SEEDING, U | | | SECTION TOTALS | $ 58,781.17| $ 75,761.00| $ 88,130.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 58,781.17| $ 75,761.00| $ 88,130.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,639,558.51 ROUTE : S827 CALL ORDER : 420 CONTRACT ID : RS-27067-A COUNTIES : STEUBEN LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,424,055.94 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,437,480.06 100.9427% 3 62-1492793 API CONSTRUCTION CORP. $ 1,917,960.84 134.6830% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 1023.33000 1023.33| 125000.00000 125000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 1400.00000 12600.00| 2220.00000 19980.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 71000.00000 71000.00| 71800.00000 71800.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2000.00000 2000.00| 2740.63000 2740.63| 17360.00000 17360.00 CLEARING RIGHT OF WAY | | | 0007 202-02928 2.000 EACH | 355.00000 710.00| 335.17000 670.34| 260.00000 520.00 CATCH BASIN, REMOVE | | | 0008 202-52710 39.000 SYS | 13.80000 538.20| 56.04000 2185.56| 32.00000 1248.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 203-02070 50.000 CYS | 0.01000 0.50| 20.00000 1000.00| 50.00000 2500.00 BORROW | | | 0011 203-90014 42.000 STA | 250.00000 10500.00| 500.00000 21000.00| 590.00000 24780.00 LINEAR GRADING | | | 0012 203-90014 10.000 STA | 600.00000 6000.00| 500.00000 5000.00| 640.00000 6400.00 LINEAR GRADING , FOR SMALL STRUCTURES | | | 0013 205-06932 60.000 LFT | 8.00000 480.00| 8.50000 510.00| 15.00000 900.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,639,558.51 ROUTE : S827 CALL ORDER : 420 CONTRACT ID : RS-27067-A COUNTIES : STEUBEN LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06933 8.000 EACH | 65.00000 520.00| 63.00000 504.00| 70.00000 560.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 211-07454 624.000 CYS | 24.00000 14976.00| 8.30000 5179.20| 8.50000 5304.00 STRUCTURE BACKFILL | | | 0016 301-07448 9813.000 TON | 5.00000 49065.00| 4.00000 39252.00| 10.00000 98130.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 303-07449 2981.000 TON | 12.75000 38007.75| 28.00000 83468.00| 10.00000 29810.00 COMPACTED AGGREGATE, NO. 73 | | | 0018 304-07490 1634.000 TON | 54.00000 88236.00| 56.00000 91504.00| 90.50000 147877.00 HMA PATCHING, TYPE B | | | 0019 304-07492 7708.000 TON | 32.00000 246656.00| 40.00000 308320.00| 40.50000 312174.00 WIDENING WITH HMA, TYPE A | | | 0020 306-08032 6750.000 SYS | 0.01000 67.50| 0.01000 67.50| 2.00000 13500.00 MILLING, TRANSITION | | | 0021 306-08034 92700.000 SYS | 0.17000 15759.00| 0.30000 27810.00| 1.00000 92700.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0022 306-08039 954.000 SYS | 0.01000 9.54| 8.00000 7632.00| 3.00000 2862.00 MILLING, ASPHALT REMOVAL | | | 0023 306-08041 9.000 SYS | 3.00000 27.00| 4.00000 36.00| 3.00000 27.00 MILLING, CONCRETE PAVEMENT | | | 0024 401-06264 LUMP | 2500.00000 2500.00| 4000.00000 4000.00| 1000.00000 1000.00 PROFILOGRAPH, HMA | | | 0025 401-07321 10061.000 TON | 37.00000 372257.00| 32.00000 321952.00| 40.00000 402440.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0026 406-05520 43.000 TON | 0.01000 0.43| 10.00000 430.00| 213.00000 9159.00 ASPHALT FOR TACK COAT | | | 0027 601-01846 3.000 EACH | 1800.00000 5400.00| 1800.00000 5400.00| 1800.00000 5400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06038 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 GUARDRAIL END TREATMENT, II | | | 0029 601-62599 4.000 EACH | 300.00000 1200.00| 1.00000 4.00| 25.00000 100.00 ADJUST GUARD RAIL END TREATMENT,HEIGHT | | | 0030 601-92948 200.000 LFT | 3.00000 600.00| 1.00000 200.00| 0.50000 100.00 GUARDRAIL, ADJUST HEIGHT | | | 0031 601-94689 4.000 EACH | 2300.00000 9200.00| 3074.67000 12298.68| 2300.00000 9200.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 1400.000 LFT | 12.00000 16800.00| 12.00000 16800.00| 12.00000 16800.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,639,558.51 ROUTE : S827 CALL ORDER : 420 CONTRACT ID : RS-27067-A COUNTIES : STEUBEN LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 604-06070 14.000 SYS | 59.50000 833.00| 68.00000 952.00| 36.45000 510.30 SIDEWALK, CONCRETE | | | 0034 604-07896 25.000 SYS | 108.00000 2700.00| 130.00000 3250.00| 114.75000 2868.75 CURB RAMP, CONCRETE, B | | | 0035 605-06120 50.000 LFT | 57.30000 2865.00| 20.00000 1000.00| 14.85000 742.50 CURB, CONCRETE | | | 0037 608-04396 4.000 EACH | 61.30000 245.20| 241.15000 964.60| 133.00000 532.00 SHOULDER DRAIN | | | 0038 610-07486 2969.000 TON | 47.70000 141621.30| 75.00000 222675.00| 55.50000 164779.50 HMA FOR APPROACHES, TYPE A | | | 0039 611-06497 70.000 EACH | 120.00000 8400.00| 120.00000 8400.00| 120.00000 8400.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06520 1.000 EACH | 170.00000 170.00| 500.00000 500.00| 500.00000 500.00 MONUMENT, RE-ESTABLISH | | | 0041 616-02320 640.000 SYS | 2.15000 1376.00| 1.03000 659.20| 3.50000 2240.00 GEOTEXTILES | | | 0042 616-06405 416.000 TON | 25.00000 10400.00| 25.03000 10412.48| 40.50000 16848.00 RIPRAP, REVETMENT | | | 0043 621-02770 3294.000 SYS | 1.55000 5105.70| 1.50000 4941.00| 1.90000 6258.60 EROSION CONTROL BLANKET | | | 0044 621-06559 7567.000 SYS | 0.32000 2421.44| 0.35000 2648.45| 0.38000 2875.46 MULCHED SEEDING, R | | | 0045 715-01662 47.000 LFT | 29.00000 1363.00| 5.00000 235.00| 11.50000 540.50 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0046 715-05119 214.000 LFT | 50.20000 10742.80| 40.92000 8756.88| 52.50000 11235.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0047 715-05128 164.000 LFT | 115.00000 18860.00| 173.43000 28442.52| 148.50000 24354.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0048 715-05595 2.000 LFT | 233.00000 466.00| 152.65000 305.30| 314.50000 629.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0049 715-06004 4.000 EACH | 660.00000 2640.00| 1319.46000 5277.84| 750.00000 3000.00 CONCRETE ANCHOR, 48 IN. | | | 0050 720-44000 2.000 EACH | 350.00000 700.00| 499.74000 999.48| 225.00000 450.00 CASTING, ADJUST TO GRADE | | | 0051 720-45205 2.000 EACH | 1950.00000 3900.00| 2120.52000 4241.04| 1805.00000 3610.00 CATCH BASIN, A2 | | | 0052 720-99315 2.000 EACH | 100.00000 200.00| 500.00000 1000.00| 183.00000 366.00 CLEAN EXISTING CATCH BASINS | | | 0053 801-04308 2.000 EACH | 1255.00000 2510.00| 275.00000 550.00| 1255.00000 2510.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,639,558.51 ROUTE : S827 CALL ORDER : 420 CONTRACT ID : RS-27067-A COUNTIES : STEUBEN LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 801-06203 3340.000 LFT | 0.13000 434.20| 0.65000 2171.00| 0.22000 734.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0055 801-06207 3340.000 LFT | 0.75000 2505.00| 0.75000 2505.00| 1.40000 4676.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06625 32.000 EACH | 1.00000 32.00| 105.00000 3360.00| 1.00000 32.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 69.000 EACH | 1.00000 69.00| 10.00000 690.00| 1.00000 69.00 CONSTRUCTION SIGN, A | | | 0058 801-06775 LUMP | 169400.00000 169400.00| 23200.00000 23200.00| 164460.00000 164460.00 MAINTAINING TRAFFIC | | | 0059 801-07118 96.000 LFT | 4.05000 388.80| 22.00000 2112.00| 4.05000 388.80 BARRICADE, III-A | | | 0060 801-07119 48.000 LFT | 4.45000 213.60| 22.00000 1056.00| 4.45000 213.60 BARRICADE, III-B | | | 0061 802-05704 514.000 LFT | 16.80000 8635.20| 10.00000 5140.00| 15.00000 7710.00 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0062 802-07060 1.000 EACH | 140.00000 140.00| 50.00000 50.00| 220.00000 220.00 SIGN, SHEET, RELOCATE | | | 0063 802-91122 70.000 EACH | 149.00000 10430.00| 75.00000 5250.00| 110.00000 7700.00 SIGN, GROUND MOUNTED, RESET | | | 0064 804-04435 1.000 EACH | 7.00000 7.00| 5.00000 5.00| 15.00000 15.00 DELINEATOR POST, REMOVE | | | 0065 804-06771 1.000 EACH | 32.00000 32.00| 50.00000 50.00| 45.00000 45.00 DELINEATOR POST, FLEXIBLE | | | 0066 808-04298 2.000 EACH | 340.00000 680.00| 340.00000 680.00| 340.00000 680.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0067 808-06703 336.000 LFT | 0.23000 77.28| 0.23000 77.28| 0.23000 77.28 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0068 808-06713 66778.000 LFT | 0.08000 5342.24| 0.08000 5342.24| 0.08000 5342.24 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0069 808-75240 3522.000 LFT | 0.23000 810.06| 0.23000 810.06| 0.23000 810.06 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0070 808-75245 47515.000 LFT | 0.23000 10928.45| 0.23000 10928.45| 0.23000 10928.45 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 420 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,639,558.51 ROUTE : S827 CALL ORDER : 420 CONTRACT ID : RS-27067-A COUNTIES : STEUBEN LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 62-1492793 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |API CONSTRUCTION CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 808-75274 2394.000 LFT | 1.00000 2394.00| 1.00000 2394.00| 1.00000 2394.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | | 0072 808-75278 838.000 LFT | 2.00000 1676.00| 2.00000 1676.00| 2.00000 1676.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0073 808-75297 182.000 LFT | 3.00000 546.00| 3.00000 546.00| 3.00000 546.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0074 808-75300 115.000 LFT | 1.00000 115.00| 1.00000 115.00| 1.00000 115.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0075 808-75320 1.000 EACH | 75.00000 75.00| 75.00000 75.00| 75.00000 75.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0076 808-75325 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0077 808-75996 775.000 EACH | 2.45000 1898.75| 3.68000 2852.00| 3.00000 2325.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 775.000 EACH | 17.00000 13175.00| 17.00000 13175.00| 17.00000 13175.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0079 808-97323 240.000 LFT | 1.75000 420.00| 1.75000 420.00| 1.75000 420.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0080 621-01004 1.000 EACH | 1000.00000 1000.00| 100.00000 100.00| 950.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,424,055.94| $ 1,437,480.06| $ 1,917,960.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,424,055.94| $ 1,437,480.06| $ 1,917,960.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,716.52 ROUTE : 9 CALL ORDER : 430 CONTRACT ID : RS-27537-A COUNTIES : MADISON LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 629,615.49 100.0000% 2 35-1139301 E & B PAVING, INC. $ 660,000.00 104.8259% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 825,972.78 131.1869% ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 3600.00000 3600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1700.00000 5100.00| 2500.00000 7500.00| 2500.00000 7500.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 31000.00000 31000.00| 33000.00000 33000.00| 42000.00000 42000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 213-04324 41.000 CYS | 45.50000 1865.50| 100.00000 4100.00| 106.00000 4346.00 FLOWABLE FILL | | | 0007 303-07449 1180.000 TON | 18.30000 21594.00| 14.00000 16520.00| 27.25000 32155.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07491 180.000 TON | 95.00000 17100.00| 150.00000 27000.00| 125.00000 22500.00 HMA PATCHING, TYPE C | | | 0009 306-08032 9762.000 SYS | 0.01000 97.62| 1.00000 9762.00| 1.64000 16009.68 MILLING, TRANSITION | | | 0010 306-08033 72250.000 SYS | 0.25000 18062.50| 0.87000 62857.50| 0.80000 57800.00 MILLING, ASPHALT, 1 IN. | | | 0011 306-08041 7780.000 SYS | 0.60000 4668.00| 0.90000 7002.00| 1.40000 10892.00 MILLING, CONCRETE PAVEMENT | | | 0012 401-06264 LUMP | 1500.00000 1500.00| 5000.00000 5000.00| 5500.00000 5500.00 PROFILOGRAPH, HMA | | | 0013 401-07328 6605.000 TON | 42.90000 283354.50| 41.00000 270805.00| 51.65000 341148.25 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,716.52 ROUTE : 9 CALL ORDER : 430 CONTRACT ID : RS-27537-A COUNTIES : MADISON LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 401-07398 1355.000 TON | 34.50000 46747.50| 33.00000 44715.00| 47.00000 63685.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0015 406-05520 21.000 TON | 205.00000 4305.00| 180.00000 3780.00| 185.00000 3885.00 ASPHALT FOR TACK COAT | | | 0016 506-06333 145.000 SYS | 135.00000 19575.00| 150.00000 21750.00| 135.00000 19575.00 PCCP PATCHING, FULL DEPTH | | | 0017 606-07484 10795.000 LFT | 0.01000 107.95| 0.01000 107.95| 0.35000 3778.25 MILLED HMA SHOULDER CORRUGATIONS | | | 0018 610-07488 875.000 TON | 66.35000 58056.25| 50.00000 43750.00| 96.00000 84000.00 HMA FOR APPROACHES, TYPE C | | | 0019 615-06525 15.000 EACH | 175.00000 2625.00| 300.00000 4500.00| 400.00000 6000.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0020 715-05121 164.000 LFT | 45.00000 7380.00| 65.00000 10660.00| 70.00000 11480.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0021 715-05123 42.000 LFT | 85.00000 3570.00| 122.00000 5124.00| 120.00000 5040.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0022 715-46010 4.000 EACH | 295.00000 1180.00| 225.00000 900.00| 300.00000 1200.00 PIPE END SECTION, 18 IN. | | | 0023 715-46020 2.000 EACH | 345.00000 690.00| 265.00000 530.00| 350.00000 700.00 PIPE END SECTION, 24 IN. | | | 0024 720-44000 27.000 EACH | 350.00000 9450.00| 500.00000 13500.00| 375.00000 10125.00 CASTING, ADJUST TO GRADE | | | 0025 801-06203 300.000 LFT | 0.15000 45.00| 0.60000 180.00| 2.00000 600.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0026 801-06207 2114.000 LFT | 0.75000 1585.50| 1.30000 2748.20| 1.60000 3382.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0027 801-06640 36.000 EACH | 200.00000 7200.00| 72.00000 2592.00| 75.00000 2700.00 CONSTRUCTION SIGN, A | | | 0028 801-06775 LUMP | 58145.00000 58145.00| 33168.38000 33168.38| 29000.00000 29000.00 MAINTAINING TRAFFIC | | | 0029 805-02328 3200.000 LFT | 0.50000 1600.00| 0.50000 1600.00| 0.85000 2720.00 SIGNAL CABLE, 1C 14GA. | | | 0030 805-78795 800.000 LFT | 7.20000 5760.00| 7.20000 5760.00| 14.75000 11800.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-06711 860.000 LFT | 0.09000 77.40| 0.09000 77.40| 0.10000 86.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0032 808-06712 264.000 LFT | 0.09000 23.76| 0.09000 23.76| 0.10000 26.40 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 684,716.52 ROUTE : 9 CALL ORDER : 430 CONTRACT ID : RS-27537-A COUNTIES : MADISON LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |BROOKS CONSTRUCTION COMPANY |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 808-06713 38470.000 LFT | 0.09000 3462.30| 0.09000 3462.30| 0.10000 3847.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0034 808-06714 35339.000 LFT | 0.09000 3180.51| 0.09000 3180.51| 0.10000 3533.90 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0035 808-75297 240.000 LFT | 3.00000 720.00| 3.00000 720.00| 4.35000 1044.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 808-75320 6.000 EACH | 55.00000 330.00| 55.00000 330.00| 62.00000 372.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0037 808-75325 3.000 EACH | 78.00000 234.00| 78.00000 234.00| 85.00000 255.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0038 808-75340 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| 430.00000 1720.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0039 808-75996 264.000 EACH | 2.80000 739.20| 4.50000 1188.00| 13.60000 3590.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0040 808-75998 264.000 EACH | 18.00000 4752.00| 20.00000 5280.00| 30.50000 8052.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0041 801-06710 30.000 DAY | 1.00000 30.00| 13.00000 390.00| 10.75000 322.50 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 629,615.49| $ 660,000.00| $ 825,972.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 629,615.49| $ 660,000.00| $ 825,972.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,981.30 ROUTE : 40 CALL ORDER : 440 CONTRACT ID : RS-27542-B COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 662,517.17 100.0000% ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2100.00000 2100.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1450.00000 8700.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 32750.00000 32750.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-07449 554.000 TON | 20.95000 11606.30| | COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07491 295.000 TON | 138.00000 40710.00| | HMA PATCHING, TYPE C | | | 0008 306-08032 5046.000 SYS | 2.25000 11353.50| | MILLING, TRANSITION | | | 0009 306-08033 76569.000 SYS | 0.78000 59723.82| | MILLING, ASPHALT, 1 IN. | | | 0010 306-08034 4295.000 SYS | 0.85000 3650.75| | MILLING, ASPHALT, 1 1/2 IN. | | | 0011 401-06264 LUMP | 750.00000 750.00| | PROFILOGRAPH, HMA | | | 0012 401-07334 6672.000 TON | 53.95000 359954.40| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0013 406-05520 20.000 TON | 180.00000 3600.00| | ASPHALT FOR TACK COAT | | | 0014 606-07484 2792.000 LFT | 1.25000 3490.00| | MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 655,981.30 ROUTE : 40 CALL ORDER : 440 CONTRACT ID : RS-27542-B COUNTIES : WAYNE LETTING DATE : 01/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 610-07488 480.000 TON | 79.50000 38160.00| | HMA FOR APPROACHES, TYPE C | | | 0016 615-06525 8.000 EACH | 325.00000 2600.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 720-44000 5.000 EACH | 395.00000 1975.00| | CASTING, ADJUST TO GRADE | | | 0018 801-06207 2556.000 LFT | 1.90000 4856.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 16.000 EACH | 105.00000 1680.00| | CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP | 50170.00000 50170.00| | MAINTAINING TRAFFIC | | | 0021 805-02328 1800.000 LFT | 0.37000 666.00| | SIGNAL CABLE, 1C 14GA. | | | 0022 805-78795 450.000 LFT | 8.00000 3600.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-06711 6390.000 LFT | 0.17000 1086.30| | LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0024 808-06713 26229.000 LFT | 0.10000 2622.90| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0025 808-06714 25412.000 LFT | 0.10000 2541.20| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75297 174.000 LFT | 7.40000 1287.60| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0027 808-75320 5.000 EACH | 63.00000 315.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0028 808-75325 4.000 EACH | 79.00000 316.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0029 808-75996 500.000 EACH | 4.50000 2250.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0030 808-75998 500.000 EACH | 20.00000 10000.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 662,517.17| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 662,517.17| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,317,286.57 ROUTE : 49 CALL ORDER : 450 CONTRACT ID : RS-27582-A COUNTIES : JASPER PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,104,346.15 100.0000% 2 35-1120685 WALSH & KELLY INC $ 3,122,594.85 100.5878% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,221,295.16 103.7673% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 200.00000 200.00| 100.00000 100.00| 100.00000 100.00 PHONE(SUPERVISOR) | | | 0003 105-06905 2.000 EACH | 200.00000 400.00| 100.00000 200.00| 100.00000 200.00 PHONE(INSPECTOR) | | | 0004 105-06906 6.000 MOS | 145.00000 870.00| 90.00000 540.00| 100.00000 600.00 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 12.000 MOS | 145.00000 1740.00| 90.00000 1080.00| 100.00000 1200.00 CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07038 6.000 MOS | 1700.00000 10200.00| 1800.00000 10800.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0007 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0008 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0009 110-01001 LUMP | 150000.00000 150000.00| 156000.00000 156000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 50.000 LFT | 6.00000 300.00| 6.00000 300.00| 6.00000 300.00 GUARDRAIL, REMOVE | | | 0011 202-02271 12.000 EACH | 375.00000 4500.00| 300.00000 3600.00| 300.00000 3600.00 HEADWALL, REMOVE | | | 0012 203-02000 5200.000 CYS | 28.20000 146640.00| 11.25000 58500.00| 14.00000 72800.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,317,286.57 ROUTE : 49 CALL ORDER : 450 CONTRACT ID : RS-27582-A COUNTIES : JASPER PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-06932 100.000 LFT | 16.50000 1650.00| 16.50000 1650.00| 16.50000 1650.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06933 5.000 EACH | 70.00000 350.00| 70.00000 350.00| 70.00000 350.00 TEMPORARY DITCH INLET PROTECTION | | | 0015 205-06937 7476.000 LFT | 1.40000 10466.40| 1.40000 10466.40| 1.40000 10466.40 TEMPORARY SILT FENCE | | | 0016 207-08268 33457.000 SYS | 5.00000 167285.00| 7.00000 234199.00| 11.00000 368027.00 SUBGRADE TREATMENT, TYPE IV | | | 0017 211-07454 200.000 CYS | 25.00000 5000.00| 40.00000 8000.00| 15.00000 3000.00 STRUCTURE BACKFILL | | | 0018 303-07449 3432.000 TON | 27.00000 92664.00| 17.00000 58344.00| 20.00000 68640.00 COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07490 1000.000 TON | 50.00000 50000.00| 100.00000 100000.00| 70.00000 70000.00 HMA PATCHING, TYPE B | | | 0020 306-08032 5000.000 SYS | 7.50000 37500.00| 1.50000 7500.00| 2.00000 10000.00 MILLING, TRANSITION | | | 0021 306-08042 138534.000 SYS | 0.20000 27706.80| 0.50000 69267.00| 0.40000 55413.60 MILLING, SCARIFICATION/PROFILE | | | 0022 401-06264 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0023 401-07321 11606.000 TON | 37.00000 429422.00| 37.00000 429422.00| 39.50000 458437.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0024 401-07390 36559.000 TON | 31.00000 1133329.00| 32.00000 1169888.00| 32.50000 1188167.50 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0025 401-07407 11041.000 TON | 31.00000 342271.00| 31.00000 342271.00| 34.25000 378154.25 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0026 406-05520 70.000 TON | 175.00000 12250.00| 400.00000 28000.00| 150.00000 10500.00 ASPHALT FOR TACK COAT | | | 0027 601-01846 10.000 EACH | 1800.00000 18000.00| 1800.00000 18000.00| 1800.00000 18000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-91649 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0029 601-94689 4.000 EACH | 1500.00000 6000.00| 2644.50000 10578.00| 2200.00000 8800.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,317,286.57 ROUTE : 49 CALL ORDER : 450 CONTRACT ID : RS-27582-A COUNTIES : JASPER PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-99105 8725.000 LFT | 15.00000 130875.00| 12.00000 104700.00| 12.00000 104700.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 610-07487 1375.000 TON | 100.00000 137500.00| 55.00000 75625.00| 74.00000 101750.00 HMA FOR APPROACHES, TYPE B | | | 0033 615-06520 14.000 EACH | 275.00000 3850.00| 275.00000 3850.00| 275.00000 3850.00 MONUMENT, RE-ESTABLISH | | | 0034 615-06527 14.000 EACH | 275.00000 3850.00| 275.00000 3850.00| 275.00000 3850.00 MONUMENT, SECTION CORNER | | | 0035 715-05019 74.000 LFT | 120.00000 8880.00| 85.00000 6290.00| 80.00000 5920.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0036 715-05119 100.000 LFT | 20.00000 2000.00| 40.00000 4000.00| 75.00000 7500.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0037 715-05121 70.000 LFT | 115.00000 8050.00| 65.00000 4550.00| 75.00000 5250.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0038 715-05125 75.000 LFT | 145.00000 10875.00| 70.00000 5250.00| 85.00000 6375.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0039 715-05173 220.000 LFT | 120.00000 26400.00| 42.00000 9240.00| 80.00000 17600.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0040 715-05237 120.000 LFT | 155.00000 18600.00| 95.00000 11400.00| 90.00000 10800.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0041 715-46005 10.000 EACH | 210.00000 2100.00| 450.00000 4500.00| 600.00000 6000.00 PIPE END SECTION, 15 IN. | | | 0042 715-46010 4.000 EACH | 315.00000 1260.00| 450.00000 1800.00| 600.00000 2400.00 PIPE END SECTION, 18 IN. | | | 0043 715-46020 8.000 EACH | 345.00000 2760.00| 500.00000 4000.00| 650.00000 5200.00 PIPE END SECTION, 24 IN. | | | 0044 715-46030 4.000 EACH | 575.00000 2300.00| 625.00000 2500.00| 800.00000 3200.00 PIPE END SECTION, 30 IN. | | | 0045 715-46040 2.000 EACH | 790.00000 1580.00| 700.00000 1400.00| 850.00000 1700.00 PIPE END SECTION, 36 IN. | | | 0046 715-46095 4.000 EACH | 640.00000 2560.00| 650.00000 2600.00| 800.00000 3200.00 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0047 720-45035 2.000 EACH | 1800.00000 3600.00| 1350.00000 2700.00| 1000.00000 2000.00 INLET, F7 | | | 0048 720-45235 1.000 EACH | 2100.00000 2100.00| 1500.00000 1500.00| 1200.00000 1200.00 CATCH BASIN, E7 | | | 0049 801-01093 12.000 EACH | 459.00000 5508.00| 459.00000 5508.00| 459.00000 5508.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,317,286.57 ROUTE : 49 CALL ORDER : 450 CONTRACT ID : RS-27582-A COUNTIES : JASPER PORTER LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |E & B PAVING, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 801-04308 8.000 EACH | 89.00000 712.00| 89.00000 712.00| 89.00000 712.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06203 8904.000 LFT | 1.20000 10684.80| 0.32000 2849.28| 0.18000 1602.72 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0052 801-06207 4452.000 LFT | 1.10000 4897.20| 2.50000 11130.00| 1.00000 4452.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0053 801-06625 60.000 EACH | 49.00000 2940.00| 49.00000 2940.00| 49.00000 2940.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0054 801-06640 28.000 EACH | 86.00000 2408.00| 86.00000 2408.00| 86.00000 2408.00 CONSTRUCTION SIGN, A | | | 0055 801-06775 LUMP | 12510.00000 12510.00| 80000.00000 80000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0056 801-07118 72.000 LFT | 4.43000 318.96| 4.43000 318.96| 4.43000 318.96 BARRICADE, III-A | | | 0057 801-07119 48.000 LFT | 5.94000 285.12| 5.94000 285.12| 5.94000 285.12 BARRICADE, III-B | | | 0058 804-06771 122.000 EACH | 21.49000 2621.78| 25.00000 3050.00| 21.49000 2621.78 DELINEATOR POST, FLEXIBLE | | | 0059 808-04298 2.000 EACH | 375.00000 750.00| 375.00000 750.00| 375.00000 750.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0060 808-06713 89150.000 LFT | 0.08000 7132.00| 0.08000 7132.00| 0.08000 7132.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-75240 10273.000 LFT | 0.24000 2465.52| 0.24000 2465.52| 0.24000 2465.52 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0062 808-75245 12424.000 LFT | 0.24000 2981.76| 0.24000 2981.76| 0.24000 2981.76 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0063 808-75297 60.000 LFT | 5.25000 315.00| 5.25000 315.00| 5.25000 315.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0064 808-75998 669.000 EACH | 16.49000 11031.81| 16.49000 11031.81| 16.95000 11339.55 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0065 605-06120 223.000 LFT | 26.00000 5798.00| 35.00000 7805.00| 20.00000 4460.00 CURB, CONCRETE | | | SECTION TOTALS | $ 3,104,346.15| $ 3,122,594.85| $ 3,221,295.16 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,104,346.15| $ 3,122,594.85| $ 3,221,295.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,408,704.14 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,409,743.78 100.0738% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,444,086.11 102.5117% 4 35-0997978 PHEND & BROWN, INC. $ 1,454,527.83 103.2529% 5 35-1139301 E & B PAVING, INC. $ 1,514,129.68 107.4839% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 6000.00000 6000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 2100.00000 18900.00| 1375.00000 12375.00 FIELD OFFICE, B | | | 0003 105-07577 9.000 MOS | 150.00000 1350.00| 230.00000 2070.00| 145.00000 1305.00 CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 70000.00000 70000.00| 70000.00000 70000.00| 72000.00000 72000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02241 460.000 LFT | 1.75000 805.00| 1.75000 805.00| 1.75000 805.00 GUARDRAIL, REMOVE | | | 0009 202-02271 2.000 EACH | 290.00000 580.00| 450.00000 900.00| 350.00000 700.00 HEADWALL, REMOVE | | | 0010 202-02278 450.000 LFT | 11.00000 4950.00| 8.00000 3600.00| 20.00000 9000.00 CURB, CONCRETE, REMOVE | | | 0011 202-52710 980.000 SYS | 19.00000 18620.00| 22.00000 21560.00| 8.75000 8575.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 202-93741 9.000 EACH | 300.00000 2700.00| 170.00000 1530.00| 170.00000 1530.00 GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 440.000 CYS | 20.00000 8800.00| 9.50000 4180.00| 14.25000 6270.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 203-02080 1.000 MILE | 7500.00000 7500.00| 12000.00000 12000.00| 5000.00000 5000.00 LINEAR GRADING | | | 0016 211-07454 50.000 CYS | 12.25000 612.50| 10.00000 500.00| 11.70000 585.00 STRUCTURE BACKFILL | | | 0017 301-07448 425.000 TON | 17.00000 7225.00| 14.00000 5950.00| 15.00000 6375.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 851.000 TON | 22.00000 18722.00| 26.00000 22126.00| 17.50000 14892.50 COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08032 25509.000 SYS | 0.01000 255.09| 0.80000 20407.20| 0.01000 255.09 MILLING, TRANSITION | | | 0021 306-08034 760.000 SYS | 1.25000 950.00| 1.30000 988.00| 3.00000 2280.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0022 306-08037 15264.000 SYS | 1.25000 19080.00| 0.60000 9158.40| 1.55000 23659.20 MILLING, ASPHALT, 3 IN. | | | 0023 306-08042 78655.000 SYS | 1.00000 78655.00| 0.70000 55058.50| 0.45000 35394.75 MILLING, SCARIFICATION/PROFILE | | | 0024 401-06264 LUMP | 2500.00000 2500.00| 6000.00000 6000.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0025 401-07328 7811.000 TON | 41.75000 326109.25| 34.00000 265574.00| 43.00000 335873.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0026 401-07379 10935.000 TON | 32.75000 358121.25| 33.00000 360855.00| 35.00000 382725.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0027 402-07442 450.000 TON | 37.50000 16875.00| 36.00000 16200.00| 35.00000 15750.00 HMA BASE, TYPE C | | | 0028 406-05520 71.000 TON | 0.01000 0.71| 260.00000 18460.00| 0.01000 0.71 ASPHALT FOR TACK COAT | | | 0029 601-01700 3.000 EACH | 1925.00000 5775.00| 1925.00000 5775.00| 1925.00000 5775.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-02103 188.000 LFT | 20.50000 3854.00| 20.50000 3854.00| 20.50000 3854.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0031 601-06035 1500.000 LFT | 5.25000 7875.00| 5.25000 7875.00| 5.25000 7875.00 GUARDRAIL, RESET | | | 0032 601-07050 4.000 EACH | 1895.00000 7580.00| 1895.00000 7580.00| 2800.00000 11200.00 GUARDRAIL END TREATMENT, OS, RESET | | | 0033 601-93346 4.000 EACH | 80.00000 320.00| 80.00000 320.00| 80.00000 320.00 GUARD RAIL CONNECTOR, AS | | | 0034 601-94689 10.000 EACH | 2300.00000 23000.00| 2300.00000 23000.00| 3100.00000 31000.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 601-97774 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0036 601-99105 1344.000 LFT | 15.40000 20697.60| 15.40000 20697.60| 15.40000 20697.60 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 604-06070 455.000 SYS | 47.00000 21385.00| 40.00000 18200.00| 38.00000 17290.00 SIDEWALK, CONCRETE | | | 0038 604-07894 153.000 SYS | 138.00000 21114.00| 130.00000 19890.00| 122.00000 18666.00 CURB RAMP, CONCRETE, A | | | 0039 604-07897 142.000 SYS | 138.00000 19596.00| 130.00000 18460.00| 140.00000 19880.00 CURB RAMP, CONCRETE, C | | | 0040 604-07900 21.000 SYS | 138.00000 2898.00| 130.00000 2730.00| 116.00000 2436.00 CURB RAMP, CONCRETE, F | | | 0041 604-07901 102.000 SYS | 138.00000 14076.00| 130.00000 13260.00| 120.00000 12240.00 CURB RAMP, CONCRETE, G | | | 0042 604-07902 78.000 SYS | 138.00000 10764.00| 130.00000 10140.00| 160.00000 12480.00 CURB RAMP, CONCRETE, H | | | 0043 605-06120 300.000 LFT | 19.00000 5700.00| 20.00000 6000.00| 25.00000 7500.00 CURB, CONCRETE | | | 0044 605-06140 150.000 LFT | 19.00000 2850.00| 20.00000 3000.00| 35.00000 5250.00 CURB AND GUTTER, CONCRETE | | | 0045 610-07488 1030.000 TON | 75.00000 77250.00| 70.00000 72100.00| 70.00000 72100.00 HMA FOR APPROACHES, TYPE C | | | 0046 615-06527 2.000 EACH | 450.00000 900.00| 300.00000 600.00| 490.00000 980.00 MONUMENT, SECTION CORNER | | | 0047 621-06574 32.000 SYS | 193.50000 6192.00| 12.00000 384.00| 45.00000 1440.00 SODDING | | | 0048 715-01354 42.000 LFT | 15.00000 630.00| 16.00000 672.00| 28.36000 1191.12 CLEAN EXISTING PIPE | | | 0049 715-05119 42.000 LFT | 75.00000 3150.00| 50.00000 2100.00| 60.70000 2549.40 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0050 715-05123 48.000 LFT | 75.00000 3600.00| 50.00000 2400.00| 60.00000 2880.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0051 715-46005 4.000 EACH | 300.00000 1200.00| 380.00000 1520.00| 500.00000 2000.00 PIPE END SECTION, 15 IN. | | | 0052 715-46020 2.000 EACH | 350.00000 700.00| 420.00000 840.00| 650.00000 1300.00 PIPE END SECTION, 24 IN. | | | 0053 720-44000 14.000 EACH | 275.00000 3850.00| 200.00000 2800.00| 550.00000 7700.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 720-44045 15.000 EACH | 625.00000 9375.00| 375.00000 5625.00| 800.00000 12000.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0055 801-01093 4.000 EACH | 450.00000 1800.00| 450.00000 1800.00| 450.00000 1800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0056 801-06203 4541.000 LFT | 0.31000 1407.71| 0.31000 1407.71| 0.31000 1407.71 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0057 801-06207 2270.000 LFT | 0.80000 1816.00| 2.42000 5493.40| 1.20000 2724.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06625 20.000 EACH | 60.00000 1200.00| 60.00000 1200.00| 60.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 38.000 EACH | 80.00000 3040.00| 90.00000 3420.00| 80.00000 3040.00 CONSTRUCTION SIGN, A | | | 0060 801-06775 LUMP | 50000.00000 50000.00| 76000.00000 76000.00| 72250.00000 72250.00 MAINTAINING TRAFFIC | | | 0061 801-07118 96.000 LFT | 7.00000 672.00| 7.00000 672.00| 7.00000 672.00 BARRICADE, III-A | | | 0062 801-07119 96.000 LFT | 7.50000 720.00| 7.50000 720.00| 7.50000 720.00 BARRICADE, III-B | | | 0063 804-06771 6.000 EACH | 14.00000 84.00| 19.50000 117.00| 14.00000 84.00 DELINEATOR POST, FLEXIBLE | | | 0064 805-02503 5023.000 LFT | 0.21000 1054.83| 0.21000 1054.83| 0.21000 1054.83 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0065 805-78795 1250.000 LFT | 9.00000 11250.00| 9.00000 11250.00| 9.00000 11250.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0066 805-92951 42.000 EACH | 125.00000 5250.00| 125.00000 5250.00| 125.00000 5250.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0067 807-98690 1.000 EACH | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 HANDHOLE ADJUSTED TO GRADE | | | 0068 808-06703 400.000 LFT | 0.24000 96.00| 0.24000 96.00| 0.24000 96.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0069 808-06713 46991.000 LFT | 0.08000 3759.28| 0.08000 3759.28| 0.08000 3759.28 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0070 808-75240 3610.000 LFT | 0.24000 866.40| 0.24000 866.40| 0.24000 866.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0071 808-75245 19743.000 LFT | 0.24000 4738.32| 0.24000 4738.32| 0.24000 4738.32 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 808-75256 1400.000 LFT | 1.00000 1400.00| 1.00000 1400.00| 1.00000 1400.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0073 808-75260 1875.000 LFT | 1.30000 2437.50| 1.30000 2437.50| 1.30000 2437.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0074 808-75297 234.000 LFT | 2.65000 620.10| 2.65000 620.10| 2.65000 620.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0075 808-75300 724.000 LFT | 0.90000 651.60| 0.90000 651.60| 0.90000 651.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0076 808-75996 494.000 EACH | 7.00000 3458.00| 0.01000 4.94| 5.00000 2470.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0077 808-75998 494.000 EACH | 17.00000 8398.00| 17.00000 8398.00| 17.00000 8398.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0078 801-04308 4.000 EACH | 60.00000 240.00| 60.00000 240.00| 60.00000 240.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0079 304-07491 300.000 TON | 75.00000 22500.00| 180.00000 54000.00| 115.00000 34500.00 HMA PATCHING, TYPE C , FOR PARTIAL DEPT | | | 0080 304-07491 500.000 TON | 75.00000 37500.00| 100.00000 50000.00| 100.00000 50000.00 HMA PATCHING, TYPE C , FOR FULL DEPTH | | | SECTION TOTALS | $ 1,408,704.14| $ 1,409,743.78| $ 1,444,086.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,408,704.14| $ 1,409,743.78| $ 1,444,086.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1139301 |( ) |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6300.00000 6300.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| 1000.00000 9000.00| FIELD OFFICE, B | | | 0003 105-07577 9.000 MOS | 660.00000 5940.00| 900.00000 8100.00| CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 72000.00000 72000.00| 76300.00000 76300.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 202-02241 460.000 LFT | 1.80000 828.00| 5.75000 2645.00| GUARDRAIL, REMOVE | | | 0009 202-02271 2.000 EACH | 420.00000 840.00| 800.00000 1600.00| HEADWALL, REMOVE | | | 0010 202-02278 450.000 LFT | 8.60000 3870.00| 13.00000 5850.00| CURB, CONCRETE, REMOVE | | | 0011 202-52710 980.000 SYS | 17.00000 16660.00| 30.00000 29400.00| SIDEWALK, CONCRETE, REMOVE | | | 0012 202-93741 9.000 EACH | 178.00000 1602.00| 175.00000 1575.00| GUARD RAIL END TREATMENT, REMOVE | | | 0013 203-02000 440.000 CYS | 12.50000 5500.00| 30.00000 13200.00| EXCAVATION, COMMON | | | 0014 203-02080 1.000 MILE | 4500.00000 4500.00| 5000.00000 5000.00| LINEAR GRADING | | | 0016 211-07454 50.000 CYS | 23.00000 1150.00| 70.00000 3500.00| STRUCTURE BACKFILL | | | 0017 301-07448 425.000 TON | 18.00000 7650.00| 18.00000 7650.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 851.000 TON | 18.00000 15318.00| 55.00000 46805.00| COMPACTED AGGREGATE, NO. 73 | | | 0020 306-08032 25509.000 SYS | 0.01000 255.09| 0.01000 255.09| MILLING, TRANSITION | | | 0021 306-08034 760.000 SYS | 1.10000 836.00| 0.50000 380.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0022 306-08037 15264.000 SYS | 2.00000 30528.00| 1.15000 17553.60| MILLING, ASPHALT, 3 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1139301 |( ) |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 306-08042 78655.000 SYS | 0.75000 58991.25| 0.50000 39327.50| MILLING, SCARIFICATION/PROFILE | | | 0024 401-06264 LUMP | 8000.00000 8000.00| 4550.00000 4550.00| PROFILOGRAPH, HMA | | | 0025 401-07328 7811.000 TON | 44.00000 343684.00| 40.00000 312440.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0026 401-07379 10935.000 TON | 36.00000 393660.00| 30.00000 328050.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0027 402-07442 450.000 TON | 34.00000 15300.00| 40.00000 18000.00| HMA BASE, TYPE C | | | 0028 406-05520 71.000 TON | 120.00000 8520.00| 100.00000 7100.00| ASPHALT FOR TACK COAT | | | 0029 601-01700 3.000 EACH | 2020.00000 6060.00| 1800.00000 5400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0030 601-02103 188.000 LFT | 21.50000 4042.00| 18.00000 3384.00| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0031 601-06035 1500.000 LFT | 5.50000 8250.00| 25.00000 37500.00| GUARDRAIL, RESET | | | 0032 601-07050 4.000 EACH | 1100.00000 4400.00| 1900.00000 7600.00| GUARDRAIL END TREATMENT, OS, RESET | | | 0033 601-93346 4.000 EACH | 84.00000 336.00| 125.00000 500.00| GUARD RAIL CONNECTOR, AS | | | 0034 601-94689 10.000 EACH | 3000.00000 30000.00| 2200.00000 22000.00| GUARDRAIL END TREATMENT, OS | | | 0035 601-97774 1.000 EACH | 1155.00000 1155.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0036 601-99105 1344.000 LFT | 16.00000 21504.00| 10.00000 13440.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 604-06070 455.000 SYS | 45.00000 20475.00| 52.00000 23660.00| SIDEWALK, CONCRETE | | | 0038 604-07894 153.000 SYS | 102.00000 15606.00| 93.00000 14229.00| CURB RAMP, CONCRETE, A | | | 0039 604-07897 142.000 SYS | 113.00000 16046.00| 185.00000 26270.00| CURB RAMP, CONCRETE, C | | | 0040 604-07900 21.000 SYS | 167.00000 3507.00| 126.00000 2646.00| CURB RAMP, CONCRETE, F | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1139301 |( ) |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 604-07901 102.000 SYS | 160.00000 16320.00| 168.00000 17136.00| CURB RAMP, CONCRETE, G | | | 0042 604-07902 78.000 SYS | 165.00000 12870.00| 470.00000 36660.00| CURB RAMP, CONCRETE, H | | | 0043 605-06120 300.000 LFT | 20.00000 6000.00| 22.00000 6600.00| CURB, CONCRETE | | | 0044 605-06140 150.000 LFT | 20.00000 3000.00| 48.00000 7200.00| CURB AND GUTTER, CONCRETE | | | 0045 610-07488 1030.000 TON | 77.50000 79825.00| 40.00000 41200.00| HMA FOR APPROACHES, TYPE C | | | 0046 615-06527 2.000 EACH | 510.00000 1020.00| 575.00000 1150.00| MONUMENT, SECTION CORNER | | | 0047 621-06574 32.000 SYS | 46.50000 1488.00| 48.00000 1536.00| SODDING | | | 0048 715-01354 42.000 LFT | 21.00000 882.00| 30.00000 1260.00| CLEAN EXISTING PIPE | | | 0049 715-05119 42.000 LFT | 145.50000 6111.00| 115.00000 4830.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0050 715-05123 48.000 LFT | 151.00000 7248.00| 110.00000 5280.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0051 715-46005 4.000 EACH | 155.00000 620.00| 200.00000 800.00| PIPE END SECTION, 15 IN. | | | 0052 715-46020 2.000 EACH | 295.00000 590.00| 300.00000 600.00| PIPE END SECTION, 24 IN. | | | 0053 720-44000 14.000 EACH | 470.00000 6580.00| 385.00000 5390.00| CASTING, ADJUST TO GRADE | | | 0054 720-44045 15.000 EACH | 800.00000 12000.00| 700.00000 10500.00| CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0055 801-01093 4.000 EACH | 475.00000 1900.00| 385.00000 1540.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0056 801-06203 4541.000 LFT | 0.33000 1498.53| 0.50000 2270.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0057 801-06207 2270.000 LFT | 1.10000 2497.00| 1.00000 2270.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06625 20.000 EACH | 63.00000 1260.00| 59.00000 1180.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 38.000 EACH | 84.00000 3192.00| 72.00000 2736.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1139301 |( ) |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 801-06775 LUMP | 11000.00000 11000.00| 96250.00000 96250.00| MAINTAINING TRAFFIC | | | 0061 801-07118 96.000 LFT | 7.35000 705.60| 5.00000 480.00| BARRICADE, III-A | | | 0062 801-07119 96.000 LFT | 7.88000 756.48| 4.75000 456.00| BARRICADE, III-B | | | 0063 804-06771 6.000 EACH | 14.70000 88.20| 25.00000 150.00| DELINEATOR POST, FLEXIBLE | | | 0064 805-02503 5023.000 LFT | 0.22000 1105.06| 0.21000 1054.83| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0065 805-78795 1250.000 LFT | 9.45000 11812.50| 9.00000 11250.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0066 805-92951 42.000 EACH | 131.25000 5512.50| 125.00000 5250.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0067 807-98690 1.000 EACH | 420.00000 420.00| 1000.00000 1000.00| HANDHOLE ADJUSTED TO GRADE | | | 0068 808-06703 400.000 LFT | 0.25000 100.00| 0.26000 104.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0069 808-06713 46991.000 LFT | 0.08000 3759.28| 0.01000 469.91| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0070 808-75240 3610.000 LFT | 0.25000 902.50| 0.25000 902.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0071 808-75245 19743.000 LFT | 0.25000 4935.75| 0.25000 4935.75| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0072 808-75256 1400.000 LFT | 1.05000 1470.00| 1.00000 1400.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | | 0073 808-75260 1875.000 LFT | 1.37000 2568.75| 2.00000 3750.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0074 808-75297 234.000 LFT | 2.78000 650.52| 3.00000 702.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0075 808-75300 724.000 LFT | 0.95000 687.80| 1.00000 724.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0076 808-75996 494.000 EACH | 3.98000 1966.12| 10.00000 4940.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 460 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,994,516.26 ROUTE : 106 CALL ORDER : 460 CONTRACT ID : RS-27583-A COUNTIES : MARSHALL LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0997978 |( 5 ) 35-1139301 |( ) |PHEND & BROWN, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 808-75998 494.000 EACH | 17.85000 8817.90| 20.00000 9880.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0078 801-04308 4.000 EACH | 63.00000 252.00| 95.00000 380.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0079 304-07491 300.000 TON | 110.00000 33000.00| 180.00000 54000.00| HMA PATCHING, TYPE C , FOR PARTIAL DEPT | | | 0080 304-07491 500.000 TON | 110.00000 55000.00| 110.00000 55000.00| HMA PATCHING, TYPE C , FOR FULL DEPTH | | | SECTION TOTALS | $ 1,454,527.83| $ 1,514,129.68| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,454,527.83| $ 1,514,129.68| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 466 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,266,403.62 ROUTE : 36 CALL ORDER : 466 CONTRACT ID : RS-27751-B COUNTIES : HENDRICKS LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,183,000.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,244,700.00 102.8264% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 7.000 MOS | 2200.00000 15400.00| 2200.00000 15400.00| FIELD OFFICE, B | | | 0003 105-07577 12.000 MOS | 160.00000 1920.00| 500.00000 6000.00| CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 109150.00000 109150.00| 56470.73000 56470.73| MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 2637.000 LFT | 1.25000 3296.25| 1.32000 3480.84| GUARDRAIL, REMOVE | | | 0008 202-02273 469.000 SYS | 22.05000 10341.45| 40.00000 18760.00| CENTER CURB, CONCRETE, REMOVE | | | 0009 202-93741 22.000 EACH | 125.00000 2750.00| 127.00000 2794.00| GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02080 1.000 MILE | 9500.00000 9500.00| 16000.00000 16000.00| LINEAR GRADING | | | 0011 301-07448 49.000 TON | 62.00000 3038.00| 50.00000 2450.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-07449 300.000 TON | 42.00000 12600.00| 30.00000 9000.00| COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07783 527.000 TON | 120.00000 63240.00| 125.00000 65875.00| HMA PATCHING, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 466 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,266,403.62 ROUTE : 36 CALL ORDER : 466 CONTRACT ID : RS-27751-B COUNTIES : HENDRICKS LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 304-07789 12.000 TON | 100.00000 1200.00| 205.00000 2460.00| WIDENING WITH HMA, TYPE D | | | 0015 306-08032 13241.000 SYS | 5.00000 66205.00| 3.70000 48991.70| MILLING, TRANSITION | | | 0016 306-08034 258849.000 SYS | 0.70000 181194.30| 0.47000 121659.03| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP | 10000.00000 10000.00| 7000.00000 7000.00| PROFILOGRAPH, HMA | | | 0018 401-07335 21355.000 TON | 50.00000 1067750.00| 62.00000 1324010.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm --SMA | | | 0019 402-07787 913.000 TON | 60.00000 54780.00| 44.00000 40172.00| HMA WEDGE AND LEVEL, TYPE D | | | 0020 405-05518 25.000 SYS | 0.01000 0.25| 1.00000 25.00| ASPHALT FOR PRIME COAT | | | 0021 406-05520 68.000 TON | 180.00000 12240.00| 200.00000 13600.00| ASPHALT FOR TACK COAT | | | 0022 406-07772 103591.000 LFT | 0.75000 77693.25| 0.69000 71477.79| EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0023 601-94689 22.000 EACH | 2200.00000 48400.00| 2225.00000 48950.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 2637.000 LFT | 14.00000 36918.00| 15.00000 39555.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 605-06245 13.000 SYS | 250.00000 3250.00| 500.00000 6500.00| CENTER CURB, B, CONCRETE | | | 0026 610-07788 967.000 TON | 70.00000 67690.00| 84.00000 81228.00| HMA FOR APPROACHES, TYPE D | | | 0027 612-04315 23.000 TON | 775.00000 17825.00| 775.00000 17825.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0028 612-60410 382.000 EACH | 8.50000 3247.00| 8.50000 3247.00| DRILLED HOLE FOR UNDERSEAL | | | 0029 615-06505 4.000 EACH | 425.00000 1700.00| 510.00000 2040.00| MONUMENT, B | | | 0030 615-06525 18.000 EACH | 425.00000 7650.00| 460.00000 8280.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0031 621-01004 2.000 EACH | 560.00000 1120.00| 565.00000 1130.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 3000.000 SYS | 0.70000 2100.00| 0.71000 2130.00| MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 466 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,266,403.62 ROUTE : 36 CALL ORDER : 466 CONTRACT ID : RS-27751-B COUNTIES : HENDRICKS LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 801-03290 4.000 EACH | 90.00000 360.00| 205.00000 820.00| CONSTRUCTION SIGN, C | | | 0034 801-06203 12000.000 LFT | 0.01000 120.00| 0.08000 960.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0035 801-06207 12000.000 LFT | 1.00000 12000.00| 1.20000 14400.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0036 801-06640 67.000 EACH | 90.00000 6030.00| 120.00000 8040.00| CONSTRUCTION SIGN, A | | | 0037 801-06710 60.000 DAY | 20.00000 1200.00| 16.00000 960.00| FLASHING ARROW SIGN | | | 0038 801-06775 LUMP | 129796.15000 129796.15| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0039 805-78470 11200.000 LFT | 0.35000 3920.00| 0.36000 4032.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0040 805-78795 5300.000 LFT | 5.00000 26500.00| 5.10000 27030.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 805-92951 31.000 EACH | 100.00000 3100.00| 105.00000 3255.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0042 808-03631 790.000 LFT | 2.50000 1975.00| 1.06000 837.40| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0043 808-03632 790.000 LFT | 2.50000 1975.00| 1.06000 837.40| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0044 808-04896 198.000 LFT | 2.75000 544.50| 1.06000 209.88| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0045 808-06368 469.000 LFT | 2.50000 1172.50| 3.00000 1407.00| TRANSVERSE MARKING, REMOVE | | | 0046 808-06701 19700.000 LFT | 0.29000 5713.00| 0.24000 4728.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0047 808-06703 103591.000 LFT | 0.22000 22790.02| 0.24000 24861.84| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0048 808-06716 1778.000 LFT | 0.27000 480.06| 0.31000 551.18| LINE, REMOVE | | | 0049 808-75240 16374.000 LFT | 0.29000 4748.46| 0.24000 3929.76| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 69136.000 LFT | 0.21000 14518.56| 0.24000 16592.64| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 466 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,266,403.62 ROUTE : 36 CALL ORDER : 466 CONTRACT ID : RS-27751-B COUNTIES : HENDRICKS LETTING DATE : 01/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( ) |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-75260 79.000 LFT | 1.25000 98.75| 2.01000 158.79| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0052 808-75290 633.000 LFT | 2.50000 1582.50| 2.51000 1588.83| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | | 0053 808-75297 1339.000 LFT | 2.50000 3347.50| 2.51000 3360.89| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0054 808-75320 193.000 EACH | 47.00000 9071.00| 40.10000 7739.30| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0055 808-75325 170.000 EACH | 48.00000 8160.00| 50.10000 8517.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0056 808-75996 3270.000 EACH | 5.00000 16350.00| 4.00000 13080.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-95638 29.000 SFT | 8.50000 246.50| 10.00000 290.00| CENTER CURB PAINTING | | | SECTION TOTALS | $ 2,183,000.00| $ 2,244,700.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,183,000.00| $ 2,244,700.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,444,394.19 ROUTE : SR 17 CALL ORDER : 470 CONTRACT ID : RS-27799-A COUNTIES : CASS LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1621699 CENTRAL PAVING, INC. $ 987,871.13 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,070,086.15 108.3224% 3 35-0997978 PHEND & BROWN, INC. $ 1,144,000.00 115.8046% ==================================================================================================================================== |( 1 ) 35-1621699 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |CENTRAL PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 31415.00000 31415.00| 3000.00000 3000.00| 13634.52000 13634.52 CONSTRUCTION ENGINEERING | | | 0002 105-06904 1.000 EACH | 150.00000 150.00| 1.00000 1.00| 400.00000 400.00 PHONE(SUPERVISOR) | | | 0003 105-06905 1.000 EACH | 150.00000 150.00| 1.00000 1.00| 400.00000 400.00 PHONE(INSPECTOR) | | | 0004 105-06906 6.000 MOS | 150.00000 900.00| 55.00000 330.00| 136.00000 816.00 CELLULAR SERVICE(SUPERVISOR) | | | 0005 105-06907 6.000 MOS | 150.00000 900.00| 55.00000 330.00| 136.00000 816.00 CELLULAR SERVICE(INSPECTOR) | | | 0006 105-07038 6.000 MOS | 2300.00000 13800.00| 1500.00000 9000.00| 2045.00000 12270.00 FIELD OFFICE, A | | | 0007 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0008 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0009 110-01001 LUMP | 49000.00000 49000.00| 53000.00000 53000.00| 57000.00000 57000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02271 8.000 EACH | 250.00000 2000.00| 360.00000 2880.00| 655.00000 5240.00 HEADWALL, REMOVE | | | 0011 203-02070 15.000 CYS | 56.00000 840.00| 0.01000 0.15| 10.00000 150.00 BORROW | | | 0012 207-08266 360.000 SYS | 7.50000 2700.00| 2.00000 720.00| 15.00000 5400.00 SUBGRADE TREATMENT, TYPE III | | | 0013 211-07454 26.000 CYS | 45.00000 1170.00| 16.20000 421.20| 40.00000 1040.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,444,394.19 ROUTE : SR 17 CALL ORDER : 470 CONTRACT ID : RS-27799-A COUNTIES : CASS LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1621699 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |CENTRAL PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 303-07449 4300.000 TON | 1.00000 4300.00| 5.00000 21500.00| 13.50000 58050.00 COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07490 300.000 TON | 60.00000 18000.00| 150.00000 45000.00| 120.00000 36000.00 HMA PATCHING, TYPE B | | | 0016 304-07493 160.000 TON | 80.00000 12800.00| 44.60000 7136.00| 80.00000 12800.00 WIDENING WITH HMA, TYPE B | | | 0017 306-08033 4700.000 SYS | 0.45000 2115.00| 0.75000 3525.00| 0.98000 4606.00 MILLING, ASPHALT, 1 IN. | | | 0018 306-08042 71820.000 SYS | 0.45000 32319.00| 0.45000 32319.00| 0.91000 65356.20 MILLING, SCARIFICATION/PROFILE | | | 0019 306-08043 1600.000 SYS | 5.50000 8800.00| 6.00000 9600.00| 4.75000 7600.00 MILLING, TRANSITION | | | 0020 401-06264 LUMP | 2500.00000 2500.00| 3000.00000 3000.00| 9000.00000 9000.00 PROFILOGRAPH, HMA | | | 0021 401-07321 7600.000 TON | 38.00000 288800.00| 43.00000 326800.00| 43.00000 326800.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07371 8840.000 TON | 37.00000 327080.00| 40.00000 353600.00| 40.00000 353600.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0023 406-05520 50.000 TON | 50.00000 2500.00| 0.01000 0.50| 195.00000 9750.00 ASPHALT FOR TACK COAT | | | 0024 610-07487 880.000 TON | 77.00000 67760.00| 70.00000 61600.00| 70.00000 61600.00 HMA FOR APPROACHES, TYPE B | | | 0025 615-06527 4.000 EACH | 625.00000 2500.00| 170.00000 680.00| 600.00000 2400.00 MONUMENT, SECTION CORNER | | | 0026 616-02320 140.000 SYS | 3.00000 420.00| 2.60000 364.00| 3.40000 476.00 GEOTEXTILES | | | 0027 616-06451 140.000 TON | 11.00000 1540.00| 28.70000 4018.00| 60.00000 8400.00 RIPRAP, UNIFORM | | | 0028 621-01004 1.000 EACH | 200.00000 200.00| 200.00000 200.00| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 18.000 SYS | 33.00000 594.00| 33.00000 594.00| 33.00000 594.00 MULCHED SEEDING, R | | | 0030 715-05119 76.000 LFT | 70.00000 5320.00| 115.00000 8740.00| 160.00000 12160.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0031 715-46000 2.000 EACH | 300.00000 600.00| 420.00000 840.00| 375.00000 750.00 PIPE END SECTION, 12 IN. | | | 0032 715-46005 6.000 EACH | 310.00000 1860.00| 430.00000 2580.00| 475.00000 2850.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,444,394.19 ROUTE : SR 17 CALL ORDER : 470 CONTRACT ID : RS-27799-A COUNTIES : CASS LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1621699 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |CENTRAL PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 720-44000 8.000 EACH | 340.00000 2720.00| 345.00000 2760.00| 350.00000 2800.00 CASTING, ADJUST TO GRADE | | | 0034 720-44015 1.000 EACH | 610.00000 610.00| 795.00000 795.00| 700.00000 700.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0035 801-01093 6.000 EACH | 435.00000 2610.00| 100.00000 600.00| 700.00000 4200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0036 801-04308 8.000 EACH | 60.00000 480.00| 60.00000 480.00| 60.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0037 801-06203 7000.000 LFT | 0.35000 2450.00| 0.13000 910.00| 0.25000 1750.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0038 801-06207 3480.000 LFT | 0.90000 3132.00| 0.75000 2610.00| 1.14000 3967.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0039 801-06625 34.000 EACH | 58.00000 1972.00| 58.00000 1972.00| 58.00000 1972.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0040 801-06640 77.000 EACH | 60.00000 4620.00| 60.00000 4620.00| 60.00000 4620.00 CONSTRUCTION SIGN, A | | | 0041 801-06645 8.000 EACH | 10.00000 80.00| 10.00000 80.00| 10.00000 80.00 CONSTRUCTION SIGN, B | | | 0042 801-06775 LUMP | 41320.03000 41320.03| 59400.00000 59400.00| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0043 801-07118 60.000 LFT | 5.90000 354.00| 5.90000 354.00| 5.90000 354.00 BARRICADE, III-A | | | 0044 801-07119 48.000 LFT | 5.90000 283.20| 5.90000 283.20| 5.90000 283.20 BARRICADE, III-B | | | 0045 804-06740 40.000 EACH | 28.00000 1120.00| 29.00000 1160.00| 29.00000 1160.00 DELINEATOR WITH POST, D2 | | | 0046 805-05906 1.000 EACH | 6750.00000 6750.00| 6250.00000 6250.00| 6750.00000 6750.00 ATR STATION- 2 LANE | | | 0047 808-06703 69192.000 LFT | 0.23000 15914.16| 0.23000 15914.16| 0.23000 15914.16 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0048 808-75240 7231.000 LFT | 0.23000 1663.13| 0.23000 1663.13| 0.23000 1663.13 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0049 808-75245 22603.000 LFT | 0.23000 5198.69| 0.23000 5198.69| 0.23000 5198.69 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0050 808-75297 45.000 LFT | 6.50000 292.50| 6.50000 292.50| 6.50000 292.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,444,394.19 ROUTE : SR 17 CALL ORDER : 470 CONTRACT ID : RS-27799-A COUNTIES : CASS LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1621699 |( 2 ) 35-1065659 |( 3 ) 35-0997978 |CENTRAL PAVING, INC. |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-75996 762.000 EACH | 0.01000 7.62| 0.01000 7.62| 4.20000 3200.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 762.000 EACH | 17.40000 13258.80| 17.00000 12954.00| 17.00000 12954.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 987,871.13| $ 1,070,086.15| $ 1,144,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 987,871.13| $ 1,070,086.15| $ 1,144,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,395,145.08 ROUTE : 2 CALL ORDER : 480 CONTRACT ID : RS-27800-A COUNTIES : LAPORTE ST. JOSEPH LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,743,676.14 100.0000% 2 35-1120685 WALSH & KELLY INC $ 4,125,507.98 110.1994% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 4,380,381.71 117.0075% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 6000.00000 6000.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1500.00000 13500.00| 2200.00000 19800.00| 1375.00000 12375.00 FIELD OFFICE, B | | | 0003 105-07577 9.000 MOS | 380.00000 3420.00| 250.00000 2250.00| 145.00000 1305.00 CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 140000.00000 140000.00| 200000.00000 200000.00| 219000.00000 219000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02241 5441.000 LFT | 1.40000 7617.40| 1.35000 7345.35| 2.30000 12514.30 GUARDRAIL, REMOVE | | | 0008 202-93741 20.000 EACH | 115.00000 2300.00| 110.00000 2200.00| 130.00000 2600.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-96133 87.000 LFT | 29.20000 2540.40| 10.00000 870.00| 26.00000 2262.00 PIPE, REMOVE | | | 0010 203-02080 3.000 MILE | 13750.00000 41250.00| 7000.00000 21000.00| 4000.00000 12000.00 LINEAR GRADING | | | 0011 211-07454 16.000 CYS | 21.00000 336.00| 12.00000 192.00| 25.00000 400.00 STRUCTURE BACKFILL | | | 0012 303-07449 1070.000 TON | 22.80000 24396.00| 28.00000 29960.00| 26.00000 27820.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,395,145.08 ROUTE : 2 CALL ORDER : 480 CONTRACT ID : RS-27800-A COUNTIES : LAPORTE ST. JOSEPH LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 304-07489 175.000 TON | 95.00000 16625.00| 60.00000 10500.00| 115.00000 20125.00 HMA PATCHING, TYPE A | | | 0014 304-07783 350.000 TON | 100.00000 35000.00| 60.00000 21000.00| 115.00000 40250.00 HMA PATCHING, TYPE D | | | 0015 306-08032 5500.000 SYS | 2.75000 15125.00| 2.10000 11550.00| 12.50000 68750.00 MILLING, TRANSITION | | | 0016 306-08036 335200.000 SYS | 0.28000 93856.00| 0.36000 120672.00| 0.43000 144136.00 MILLING, ASPHALT, 2 IN. | | | 0017 306-08042 175000.000 SYS | 0.10000 17500.00| 0.36000 63000.00| 0.05000 8750.00 MILLING, SCARIFICATION/PROFILE | | | 0018 401-06264 LUMP | 5000.00000 5000.00| 7500.00000 7500.00| 12000.00000 12000.00 PROFILOGRAPH, HMA | | | 0019 401-07320 13900.000 TON | 27.25000 378775.00| 34.00000 472600.00| 37.75000 524725.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0020 401-07329 27600.000 TON | 32.00000 883200.00| 37.80000 1043280.00| 37.50000 1035000.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0021 401-07380 36800.000 TON | 26.75000 984400.00| 29.50000 1085600.00| 30.50000 1122400.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 12.5 mm | | | 0022 406-05520 213.000 TON | 245.00000 52185.00| 260.00000 55380.00| 0.05000 10.65 ASPHALT FOR TACK COAT | | | 0023 506-06333 800.000 SYS | 70.00000 56000.00| 30.00000 24000.00| 62.00000 49600.00 PCCP PATCHING, FULL DEPTH | | | 0024 601-01625 2.000 EACH | 1391.25000 2782.50| 1325.00000 2650.00| 1500.00000 3000.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-01626 2.000 EACH | 1391.25000 2782.50| 1325.00000 2650.00| 1500.00000 3000.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-01700 5.000 EACH | 1827.00000 9135.00| 1740.00000 8700.00| 1700.00000 8500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0027 601-01867 2.000 EACH | 1638.00000 3276.00| 1560.00000 3120.00| 1200.00000 2400.00 GUARDRAIL TRANSITION, TGB RETROFIT | | | 0028 601-05999 28.000 EACH | 47.25000 1323.00| 45.00000 1260.00| 40.00000 1120.00 CURVED TERMINAL END | | | 0029 601-06037 1.000 EACH | 761.25000 761.25| 725.00000 725.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0030 601-07050 2.000 EACH | 1680.00000 3360.00| 1600.00000 3200.00| 2700.00000 5400.00 GUARDRAIL END TREATMENT, OS, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,395,145.08 ROUTE : 2 CALL ORDER : 480 CONTRACT ID : RS-27800-A COUNTIES : LAPORTE ST. JOSEPH LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-94689 23.000 EACH | 2178.75000 50111.25| 2075.00000 47725.00| 3000.00000 69000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH | 1155.00000 1155.00| 1100.00000 1100.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0033 601-99105 11488.000 LFT | 14.50000 166576.00| 13.30000 152790.40| 12.00000 137856.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 610-07486 565.000 TON | 55.00000 31075.00| 100.00000 56500.00| 92.00000 51980.00 HMA FOR APPROACHES, TYPE A | | | 0035 612-04315 370.000 TON | 715.00000 264550.00| 715.00000 264550.00| 715.00000 264550.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0036 612-05081 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0037 612-60410 6180.000 EACH | 6.25000 38625.00| 6.25000 38625.00| 6.25000 38625.00 DRILLED HOLE FOR UNDERSEAL | | | 0038 615-06525 4.000 EACH | 200.00000 800.00| 250.00000 1000.00| 375.00000 1500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0039 615-06527 11.000 EACH | 285.00000 3135.00| 300.00000 3300.00| 300.00000 3300.00 MONUMENT, SECTION CORNER | | | 0040 616-06405 90.000 TON | 33.50000 3015.00| 36.00000 3240.00| 60.00000 5400.00 RIPRAP, REVETMENT | | | 0041 616-06451 25.000 TON | 43.00000 1075.00| 36.00000 900.00| 85.00000 2125.00 RIPRAP, UNIFORM | | | 0042 621-01004 1.000 EACH | 577.50000 577.50| 550.00000 550.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 15200.000 SYS | 0.42000 6384.00| 0.40000 6080.00| 0.40000 6080.00 MULCHED SEEDING, R | | | 0044 621-06570 400.000 CYS | 20.00000 8000.00| 24.00000 9600.00| 22.80000 9120.00 TOP SOIL | | | 0045 715-01662 7650.000 LFT | 9.25000 70762.50| 4.60000 35190.00| 8.00000 61200.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0046 715-01663 255.000 LFT | 11.55000 2945.25| 17.25000 4398.75| 10.00000 2550.00 PIPE CLEANING, ABOVE 48 IN. DIA. | | | 0047 715-02979 639.000 LFT | 68.00000 43452.00| 64.80000 41407.20| 58.92000 37649.88 PIPE, POLYETHYLENE LINER, 12 IN. | | | 0048 715-03404 140.000 LFT | 67.30000 9422.00| 64.09000 8972.60| 58.27000 8157.80 PIPE, POLYETHYLENE LINER, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,395,145.08 ROUTE : 2 CALL ORDER : 480 CONTRACT ID : RS-27800-A COUNTIES : LAPORTE ST. JOSEPH LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 715-05118 27.000 LFT | 67.30000 1817.10| 100.00000 2700.00| 79.00000 2133.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0050 715-05121 105.000 LFT | 43.65000 4583.25| 60.00000 6300.00| 48.20000 5061.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0051 715-05125 18.000 LFT | 100.00000 1800.00| 90.00000 1620.00| 58.00000 1044.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0052 715-05361 96.000 LFT | 73.25000 7032.00| 60.00000 5760.00| 45.00000 4320.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0053 715-46000 19.000 EACH | 240.00000 4560.00| 230.00000 4370.00| 355.00000 6745.00 PIPE END SECTION, 12 IN. | | | 0054 715-46005 1.000 EACH | 295.00000 295.00| 250.00000 250.00| 350.00000 350.00 PIPE END SECTION, 15 IN. | | | 0055 715-46010 2.000 EACH | 310.00000 620.00| 280.00000 560.00| 300.00000 600.00 PIPE END SECTION, 18 IN. | | | 0056 715-46030 1.000 EACH | 620.00000 620.00| 400.00000 400.00| 650.00000 650.00 PIPE END SECTION, 30 IN. | | | 0057 715-46045 8.000 EACH | 310.00000 2480.00| 250.00000 2000.00| 300.00000 2400.00 PIPE END SECTION, MIN. AREA 1.1 SQ. FT. | | | 0058 718-06269 3000.000 LFT | 0.95000 2850.00| 0.50000 1500.00| 0.90000 2700.00 UNDERDRAIN INSPECTION | | | 0059 718-06529 5.000 EACH | 700.00000 3500.00| 150.00000 750.00| 2500.00000 12500.00 OUTLET PROTECTOR, 2 | | | 0060 720-03194 7.000 EACH | 130.00000 910.00| 100.00000 700.00| 100.00000 700.00 MANHOLE , CLEAN | | | 0061 720-44000 20.000 EACH | 275.00000 5500.00| 250.00000 5000.00| 320.00000 6400.00 CASTING, ADJUST TO GRADE | | | 0062 720-44040 18.000 EACH | 530.00000 9540.00| 265.00000 4770.00| 720.00000 12960.00 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0063 720-96995 23.000 EACH | 115.50000 2656.50| 100.00000 2300.00| 100.00000 2300.00 CLEAN INLET | | | 0064 801-01093 4.000 EACH | 787.50000 3150.00| 750.00000 3000.00| 750.00000 3000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0065 801-06203 23000.000 LFT | 0.20000 4600.00| 0.12000 2760.00| 0.12000 2760.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0066 801-06207 11500.000 LFT | 1.50000 17250.00| 1.20000 13800.00| 1.05000 12075.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,395,145.08 ROUTE : 2 CALL ORDER : 480 CONTRACT ID : RS-27800-A COUNTIES : LAPORTE ST. JOSEPH LETTING DATE : 01/19/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0067 801-06640 69.000 EACH | 108.15000 7462.35| 103.00000 7107.00| 103.00000 7107.00 CONSTRUCTION SIGN, A | | | 0068 801-06775 LUMP | 31000.00000 31000.00| 40000.00000 40000.00| 125000.00000 125000.00 MAINTAINING TRAFFIC | | | 0069 801-09133 2.000 EACH | 4725.00000 9450.00| 4500.00000 9000.00| 4500.00000 9000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0070 802-91122 61.000 EACH | 120.75000 7365.75| 80.00000 4880.00| 110.00000 6710.00 SIGN, GROUND MOUNTED, RESET | | | 0071 804-04435 269.000 EACH | 6.70000 1802.30| 6.00000 1614.00| 4.00000 1076.00 DELINEATOR POST, REMOVE | | | 0072 804-06771 283.000 EACH | 24.15000 6834.45| 19.50000 5518.50| 19.50000 5518.50 DELINEATOR POST, FLEXIBLE | | | 0073 804-06771 130.000 EACH | 24.15000 3139.50| 17.00000 2210.00| 17.00000 2210.00 DELINEATOR POST, FLEXIBLE , GRAY | | | NON-RERLECTIVE | | | 0074 808-06701 27720.000 LFT | 0.24000 6652.80| 0.23000 6375.60| 0.23000 6375.60 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0075 808-06703 114498.000 LFT | 0.24000 27479.52| 0.23000 26334.54| 0.23000 26334.54 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0076 808-75245 111198.000 LFT | 0.24000 26687.52| 0.23000 25575.54| 0.23000 25575.54 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0077 808-75996 1463.000 EACH | 5.50000 8046.50| 6.00000 8778.00| 6.80000 9948.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 1463.000 EACH | 17.35000 25383.05| 16.50000 24139.50| 16.50000 24139.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 3,743,676.14| $ 4,125,507.98| $ 4,380,381.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,743,676.14| $ 4,125,507.98| $ 4,380,381.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/28/05 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 27 CALL ORDER : 490 CONTRACT ID : RS-27937-A COUNTIES : ALLEN LETTING DATE : 01/19/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/04/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,982,014.67 100.0000% 2 35-1139301 E & B PAVING, INC. $ 3,690,473.57 123.7577% ===================================================================================================================================