INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 131 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 32 CALL ORDER : 131 CONTRACT ID : R -26721-A COUNTIES : DELAWARE LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,463,061.20 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,689,800.00 109.2055% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 141 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 628,624.84 ROUTE : 150 CALL ORDER : 141 CONTRACT ID : R -27193-A COUNTIES : WASHINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0303035 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 503,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 570,749.70 113.4691% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 574,303.75 114.1756% 4 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 597,447.80 118.7768% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 10445.80000 10445.80| 16500.00000 16500.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1300.00000 13000.00| 1200.00000 12000.00| 1275.00000 12750.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 24500.00000 24500.00| 28500.00000 28500.00| 28000.00000 28000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 11200.00000 11200.00| 15800.00000 15800.00| 5700.00000 5700.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 8101.000 m3 | 10.50000 85060.50| 13.00000 105313.00| 15.75000 127590.75 EXCAVATION, COMMON | | | 0008 205-06931 460.000 Mg | 19.00000 8740.00| 36.00000 16560.00| 18.00000 8280.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06932 41.000 m | 15.40000 631.40| 17.00000 697.00| 18.00000 738.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 1.000 EACH| 260.00000 260.00| 82.00000 82.00| 80.00000 80.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 449.000 m | 6.50000 2918.50| 4.80000 2155.20| 4.50000 2020.50 TEMPORARY SILT FENCE | | | 0012 207-07500 5178.000 m2 | 4.95000 25631.10| 6.10000 31585.80| 6.50000 33657.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 16.000 m3 | 48.00000 768.00| 35.00000 560.00| 30.00000 480.00 STRUCTURE BACKFILL | | | 0014 301-07448 1528.000 Mg | 18.00000 27504.00| 20.50000 31324.00| 22.00000 33616.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 141 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 628,624.84 ROUTE : 150 CALL ORDER : 141 CONTRACT ID : R -27193-A COUNTIES : WASHINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 306-08034 527.000 m2 | 13.00000 6851.00| 9.60000 5059.20| 12.00000 6324.00 MILLING, ASPHALT, 38 mm | | | 0016 401-06264 LUMP| 2600.00000 2600.00| 3500.00000 3500.00| 2200.00000 2200.00 PROFILOGRAPH, HMA | | | 0017 401-07334 346.000 Mg | 55.00000 19030.00| 57.00000 19722.00| 60.00000 20760.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0018 401-07403 586.000 Mg | 44.00000 25784.00| 50.50000 29593.00| 50.00000 29300.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0019 401-07408 1927.000 Mg | 38.00000 73226.00| 39.50000 76116.50| 45.00000 86715.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0020 401-93793 47.000 Mg | 51.00000 2397.00| 91.00000 4277.00| 50.00000 2350.00 WEDGE AND LEVELING | | | 0021 402-07441 54.000 Mg | 50.00000 2700.00| 79.00000 4266.00| 44.00000 2376.00 HMA BASE, TYPE B | | | 0022 404-05511 304.000 m2 | 9.50000 2888.00| 8.00000 2432.00| 3.75000 1140.00 SEAL COAT, 2 | | | 0023 406-05520 4.000 Mg | 220.00000 880.00| 220.00000 880.00| 300.00000 1200.00 ASPHALT FOR TACK COAT | | | 0024 607-06360 208.000 m | 235.00000 48880.00| 205.00000 42640.00| 160.00000 33280.00 PAVED SIDE DITCH, F | | | 0025 610-07487 204.000 Mg | 60.00000 12240.00| 75.00000 15300.00| 72.00000 14688.00 HMA FOR APPROACHES, TYPE B | | | 0026 611-06497 3.000 EACH| 175.00000 525.00| 116.00000 348.00| 115.00000 345.00 MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 2.000 EACH| 200.00000 400.00| 160.00000 320.00| 155.00000 310.00 MAILBOX ASSEMBLY, DOUBLE | | | 0028 615-06490 23.000 EACH| 100.00000 2300.00| 105.00000 2415.00| 105.00000 2415.00 RIGHT OF WAY MARKER | | | 0029 621-01004 2.000 EACH| 590.00000 1180.00| 590.00000 1180.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06567 132.000 kL | 1.00000 132.00| 1.00000 132.00| 1.00000 132.00 WATER | | | 0031 621-06575 7310.000 m2 | 2.97000 21710.70| 3.30000 24123.00| 3.00000 21930.00 SODDING, NURSERY | | | 0032 715-05048 560.000 m | 14.00000 7840.00| 8.75000 4900.00| 10.00000 5600.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0033 715-05053 35.000 m | 45.00000 1575.00| 82.00000 2870.00| 50.00000 1750.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0034 715-05152 25.000 m | 100.00000 2500.00| 125.00000 3125.00| 125.00000 3125.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 141 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 628,624.84 ROUTE : 150 CALL ORDER : 141 CONTRACT ID : R -27193-A COUNTIES : WASHINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1357381 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|O'MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 715-05169 84.000 m | 80.00000 6720.00| 105.00000 8820.00| 95.00000 7980.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0036 715-05171 126.000 m | 100.00000 12600.00| 108.00000 13608.00| 140.00000 17640.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0037 715-46005 10.000 EACH| 250.00000 2500.00| 295.00000 2950.00| 400.00000 4000.00 PIPE END SECTION, 375 mm | | | 0038 715-46010 9.000 EACH| 350.00000 3150.00| 305.00000 2745.00| 425.00000 3825.00 PIPE END SECTION, 450 mm | | | 0039 718-06531 2.000 EACH| 600.00000 1200.00| 995.00000 1990.00| 1000.00000 2000.00 OUTLET PROTECTOR, 3 | | | 0040 718-52610 127.000 m3 | 45.00000 5715.00| 39.50000 5016.50| 45.00000 5715.00 AGGREGATE FOR UNDERDRAINS | | | 0041 720-45030 1.000 EACH| 1600.00000 1600.00| 1050.00000 1050.00| 1100.00000 1100.00 INLET, E7 | | | 0042 801-06625 40.000 EACH| 79.00000 3160.00| 105.00000 4200.00| 105.00000 4200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 16.000 EACH| 185.00000 2960.00| 127.00000 2032.00| 125.00000 2000.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 8100.00000 8100.00| 13000.00000 13000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0045 801-07119 54.000 m | 29.00000 1566.00| 76.00000 4104.00| 75.00000 4050.00 BARRICADE, III-B | | | 0046 802-05701 14.000 m | 50.00000 700.00| 36.00000 504.00| 35.00000 490.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0047 802-76025 3.000 m2 | 300.00000 900.00| 260.00000 780.00| 250.00000 750.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0048 808-06703 1019.000 m | 1.75000 1783.25| 1.40000 1426.60| 1.35000 1375.65 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-75245 921.000 m | 1.75000 1611.75| 1.40000 1289.40| 1.35000 1243.35 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0050 808-75297 21.000 m | 39.00000 819.00| 10.50000 220.50| 10.50000 220.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0051 808-75998 38.000 EACH| 42.50000 1615.00| 72.00000 2736.00| 70.00000 2660.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 503,000.00| $ 570,749.70| $ 574,303.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 503,000.00| $ 570,749.70| $ 574,303.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 141 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 628,624.84 ROUTE : 150 CALL ORDER : 141 CONTRACT ID : R -27193-A COUNTIES : WASHINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1004746 | | |TEMPLE & TEMPLE EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 15330.00000 15330.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 935.00000 9350.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 28500.00000 28500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 6300.00000 6300.00| | CLEARING RIGHT OF WAY | | | 0007 203-02000 8101.000 m3 | 15.00000 121515.00| | EXCAVATION, COMMON | | | 0008 205-06931 460.000 Mg | 13.65000 6279.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06932 41.000 m | 16.20000 664.20| | TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06933 1.000 EACH| 80.00000 80.00| | TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 449.000 m | 4.60000 2065.40| | TEMPORARY SILT FENCE | | | 0012 207-07500 5178.000 m2 | 12.00000 62136.00| | SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 16.000 m3 | 37.00000 592.00| | STRUCTURE BACKFILL | | | 0014 301-07448 1528.000 Mg | 15.00000 22920.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 306-08034 527.000 m2 | 6.30000 3320.10| | MILLING, ASPHALT, 38 mm | | | 0016 401-06264 LUMP| 3050.00000 3050.00| | PROFILOGRAPH, HMA | | | 0017 401-07334 346.000 Mg | 63.00000 21798.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0018 401-07403 586.000 Mg | 55.00000 32230.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0019 401-07408 1927.000 Mg | 44.00000 84788.00| | QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0020 401-93793 47.000 Mg | 96.60000 4540.20| | WEDGE AND LEVELING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 141 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 628,624.84 ROUTE : 150 CALL ORDER : 141 CONTRACT ID : R -27193-A COUNTIES : WASHINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1004746 | | |TEMPLE & TEMPLE EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07441 54.000 Mg | 84.00000 4536.00| | HMA BASE, TYPE B | | | 0022 404-05511 304.000 m2 | 8.20000 2492.80| | SEAL COAT, 2 | | | 0023 406-05520 4.000 Mg | 250.00000 1000.00| | ASPHALT FOR TACK COAT | | | 0024 607-06360 208.000 m | 199.00000 41392.00| | PAVED SIDE DITCH, F | | | 0025 610-07487 204.000 Mg | 84.00000 17136.00| | HMA FOR APPROACHES, TYPE B | | | 0026 611-06497 3.000 EACH| 210.00000 630.00| | MAILBOX ASSEMBLY, SINGLE | | | 0027 611-06498 2.000 EACH| 241.00000 482.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0028 615-06490 23.000 EACH| 189.00000 4347.00| | RIGHT OF WAY MARKER | | | 0029 621-01004 2.000 EACH| 620.00000 1240.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06567 132.000 kL | 1.05000 138.60| | WATER | | | 0031 621-06575 7310.000 m2 | 3.15000 23026.50| | SODDING, NURSERY | | | 0032 715-05048 560.000 m | 13.00000 7280.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0033 715-05053 35.000 m | 105.00000 3675.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0034 715-05152 25.000 m | 115.00000 2875.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0035 715-05169 84.000 m | 71.00000 5964.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0036 715-05171 126.000 m | 92.00000 11592.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0037 715-46005 10.000 EACH| 260.00000 2600.00| | PIPE END SECTION, 375 mm | | | 0038 715-46010 9.000 EACH| 280.00000 2520.00| | PIPE END SECTION, 450 mm | | | 0039 718-06531 2.000 EACH| 495.00000 990.00| | OUTLET PROTECTOR, 3 | | | 0040 718-52610 127.000 m3 | 32.00000 4064.00| | AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 141 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 628,624.84 ROUTE : 150 CALL ORDER : 141 CONTRACT ID : R -27193-A COUNTIES : WASHINGTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1004746 | | |TEMPLE & TEMPLE EXCAVATING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 720-45030 1.000 EACH| 1400.00000 1400.00| | INLET, E7 | | | 0042 801-06625 40.000 EACH| 83.00000 3320.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0043 801-06640 16.000 EACH| 195.00000 3120.00| | CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 17500.00000 17500.00| | MAINTAINING TRAFFIC | | | 0045 801-07119 54.000 m | 31.00000 1674.00| | BARRICADE, III-B | | | 0046 802-05701 14.000 m | 37.00000 518.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0047 802-76025 3.000 m2 | 105.00000 315.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0048 808-06703 1019.000 m | 1.85000 1885.15| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0049 808-75245 921.000 m | 1.85000 1703.85| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0050 808-75297 21.000 m | 41.00000 861.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0051 808-75998 38.000 EACH| 45.00000 1710.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 597,447.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 597,447.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,988.17 ROUTE : 19 CALL ORDER : 151 CONTRACT ID : R -27246-A COUNTIES : ELKHART LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/31/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1651013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 589,630.98 100.0000% 2 35-1139301 E & B PAVING, INC. $ 672,682.03 114.0852% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 686,910.77 116.4984% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 809,772.33 137.3354% 5 35-0997978 PHEND & BROWN, INC. $ 810,139.43 137.3977% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 10600.00000 10600.00| 13500.00000 13500.00| 18154.11000 18154.11 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1900.00000 11400.00| 1650.00000 9900.00| 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| 29000.00000 29000.00| 33630.00000 33630.00| 34300.00000 34300.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 18000.00000 18000.00| 20175.00000 20175.00| 20580.00000 20580.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 70.000 m2 | 50.00000 3500.00| 25.00000 1750.00| 30.00000 2100.00 PAVEMENT REMOVAL | | | 0008 202-04089 10.000 EACH| 49.00000 490.00| 40.00000 400.00| 58.00000 580.00 SIGN, SHEET, REMOVE | | | 0009 202-96133 69.000 m | 80.00000 5520.00| 55.00000 3795.00| 30.00000 2070.00 PIPE, REMOVE | | | 0010 202-98488 2.000 EACH| 183.00000 366.00| 150.00000 300.00| 125.00000 250.00 PIPE END SECTION, REMOVE | | | 0011 203-02000 4008.000 m3 | 11.00000 44088.00| 22.00000 88176.00| 13.00000 52104.00 EXCAVATION, COMMON | | | 0012 205-06932 48.000 m | 50.00000 2400.00| 37.00000 1776.00| 40.00000 1920.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 3.000 EACH| 240.00000 720.00| 70.00000 210.00| 75.00000 225.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,988.17 ROUTE : 19 CALL ORDER : 151 CONTRACT ID : R -27246-A COUNTIES : ELKHART LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 162.000 m3 | 10.50000 1701.00| 16.50000 2673.00| 8.80000 1425.60 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 3.000 m3 | 235.00000 705.00| 260.00000 780.00| 400.00000 1200.00 FLOWABLE MORTAR | | | 0016 301-07448 3335.000 Mg | 10.00000 33350.00| 1.00000 3335.00| 14.60000 48691.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 306-08033 3115.000 m2 | 3.00000 9345.00| 4.50000 14017.50| 7.00000 21805.00 MILLING, ASPHALT, 25 mm | | | 0018 401-06264 LUMP| 1100.00000 1100.00| 2200.00000 2200.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0019 401-07328 1310.000 Mg | 41.00000 53710.00| 42.00000 55020.00| 49.00000 64190.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 401-07392 2236.000 Mg | 32.00000 71552.00| 38.00000 84968.00| 35.00000 78260.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0021 401-07409 5081.000 Mg | 32.00000 162592.00| 41.00000 208321.00| 38.00000 193078.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0022 405-05518 437.000 m2 | 0.01000 4.37| 0.01000 4.37| 0.05000 21.85 ASPHALT FOR PRIME COAT | | | 0023 406-05520 6.000 Mg | 1.00000 6.00| 190.00000 1140.00| 170.00000 1020.00 ASPHALT FOR TACK COAT | | | 0024 610-05527 100.000 Mg | 86.00000 8600.00| 75.00000 7500.00| 75.00000 7500.00 HMA FOR APPROACHES | | | 0025 615-06505 2.000 EACH| 473.00000 946.00| 800.00000 1600.00| 400.00000 800.00 MONUMENT, B | | | 0026 615-06510 1.000 EACH| 318.00000 318.00| 500.00000 500.00| 400.00000 400.00 MONUMENT, C | | | 0027 616-02320 525.000 m2 | 3.60000 1890.00| 6.00000 3150.00| 9.00000 4725.00 GEOTEXTILES | | | 0028 616-06451 155.000 Mg | 37.00000 5735.00| 45.00000 6975.00| 52.00000 8060.00 RIPRAP, UNIFORM | | | 0029 621-01004 3.000 EACH| 325.00000 975.00| 325.00000 975.00| 150.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 1.000 Mg | 681.00000 681.00| 681.00000 681.00| 400.00000 400.00 FERTILIZER | | | 0031 621-06553 140.000 kg | 7.16000 1002.40| 7.16000 1002.40| 6.50000 910.00 SEED MIXTURE, R | | | 0032 621-06565 4.000 Mg | 520.00000 2080.00| 520.00000 2080.00| 395.00000 1580.00 MULCHING MATERIAL | | | 0033 621-06570 1075.000 m3 | 26.60000 28595.00| 12.00000 12900.00| 8.00000 8600.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 151 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,988.17 ROUTE : 19 CALL ORDER : 151 CONTRACT ID : R -27246-A COUNTIES : ELKHART LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-03475 7.000 EACH| 385.00000 2695.00| 290.00000 2030.00| 1400.00000 9800.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0035 715-03584 2.000 EACH| 466.00000 932.00| 450.00000 900.00| 1400.00000 2800.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0036 715-05119 99.000 m | 83.00000 8217.00| 125.00000 12375.00| 120.00000 11880.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0037 715-05121 70.000 m | 99.00000 6930.00| 185.00000 12950.00| 140.00000 9800.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0038 720-45030 1.000 EACH| 1577.00000 1577.00| 950.00000 950.00| 2000.00000 2000.00 INLET, E7 | | | 0039 720-45035 1.000 EACH| 1577.00000 1577.00| 950.00000 950.00| 2000.00000 2000.00 INLET, F7 | | | 0040 801-04308 2.000 EACH| 179.00000 358.00| 179.00000 358.00| 179.00000 358.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06207 6922.000 m | 2.60000 17997.20| 2.60000 17997.20| 2.60000 17997.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06218 14.000 m | 15.10000 211.40| 15.10000 211.40| 15.10000 211.40 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0043 801-06625 23.000 EACH| 50.00000 1150.00| 50.00000 1150.00| 50.00000 1150.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 14.000 EACH| 75.00000 1050.00| 75.00000 1050.00| 75.00000 1050.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 26.000 EACH| 25.00000 650.00| 25.00000 650.00| 25.00000 650.00 CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 21500.00000 21500.00| 23595.00000 23595.00| 26000.00000 26000.00 MAINTAINING TRAFFIC | | | 0047 801-07119 36.000 m | 40.20000 1447.20| 40.20000 1447.20| 40.20000 1447.20 BARRICADE, III-B | | | 0048 802-05701 33.000 m | 19.98000 659.34| 19.98000 659.34| 19.98000 659.34 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-76025 1.000 m2 | 172.22000 172.22| 172.22000 172.22| 172.22000 172.22 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0050 802-76035 6.000 m2 | 183.00000 1098.00| 183.00000 1098.00| 183.00000 1098.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0051 808-06703 1850.000 m | 1.22000 2257.00| 1.02000 1887.00| 1.22000 2257.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 151 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,988.17 ROUTE : 19 CALL ORDER : 151 CONTRACT ID : R -27246-A COUNTIES : ELKHART LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1139301 |(3) 35-1065659 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-06716 2780.000 m | 0.95000 2641.00| 0.95000 2641.00| 0.95000 2641.00 LINE, REMOVE | | | 0053 808-75245 825.000 m | 1.22000 1006.50| 1.02000 841.50| 1.22000 1006.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0054 808-75290 73.000 m | 11.15000 813.95| 4.30000 313.90| 11.15000 813.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0055 808-75297 20.000 m | 11.15000 223.00| 8.75000 175.00| 11.15000 223.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0056 808-75320 7.000 EACH| 32.00000 224.00| 62.00000 434.00| 32.00000 224.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75325 7.000 EACH| 55.00000 385.00| 90.00000 630.00| 55.00000 385.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0058 808-92027 1260.000 m | 2.29000 2885.40| 3.00000 3780.00| 2.29000 2885.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 589,630.98| $ 672,682.03| $ 686,910.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 589,630.98| $ 672,682.03| $ 686,910.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 151 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,988.17 ROUTE : 19 CALL ORDER : 151 CONTRACT ID : R -27246-A COUNTIES : ELKHART LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 | |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1800.00000 10800.00| 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| 40000.00000 40000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 35000.00000 35000.00| 32000.00000 32000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 70.000 m2 | 25.00000 1750.00| 16.00000 1120.00| PAVEMENT REMOVAL | | | 0008 202-04089 10.000 EACH| 125.00000 1250.00| 50.00000 500.00| SIGN, SHEET, REMOVE | | | 0009 202-96133 69.000 m | 30.00000 2070.00| 28.50000 1966.50| PIPE, REMOVE | | | 0010 202-98488 2.000 EACH| 100.00000 200.00| 75.00000 150.00| PIPE END SECTION, REMOVE | | | 0011 203-02000 4008.000 m3 | 25.00000 100200.00| 21.00000 84168.00| EXCAVATION, COMMON | | | 0012 205-06932 48.000 m | 37.00000 1776.00| 38.85000 1864.80| TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06933 3.000 EACH| 70.00000 210.00| 73.50000 220.50| TEMPORARY DITCH INLET PROTECTION | | | 0014 211-02060 162.000 m3 | 18.00000 2916.00| 16.00000 2592.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 3.000 m3 | 300.00000 900.00| 840.00000 2520.00| FLOWABLE MORTAR | | | 0016 301-07448 3335.000 Mg | 15.50000 51692.50| 16.00000 53360.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 306-08033 3115.000 m2 | 2.25000 7008.75| 2.30000 7164.50| MILLING, ASPHALT, 25 mm | | | 0018 401-06264 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| PROFILOGRAPH, HMA | | | 0019 401-07328 1310.000 Mg | 49.00000 64190.00| 62.50000 81875.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 401-07392 2236.000 Mg | 46.00000 102856.00| 49.00000 109564.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 151 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,988.17 ROUTE : 19 CALL ORDER : 151 CONTRACT ID : R -27246-A COUNTIES : ELKHART LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 | |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07409 5081.000 Mg | 43.00000 218483.00| 49.00000 248969.00| QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0022 405-05518 437.000 m2 | 0.15000 65.55| 0.10000 43.70| ASPHALT FOR PRIME COAT | | | 0023 406-05520 6.000 Mg | 200.00000 1200.00| 180.00000 1080.00| ASPHALT FOR TACK COAT | | | 0024 610-05527 100.000 Mg | 65.00000 6500.00| 87.00000 8700.00| HMA FOR APPROACHES | | | 0025 615-06505 2.000 EACH| 800.00000 1600.00| 840.00000 1680.00| MONUMENT, B | | | 0026 615-06510 1.000 EACH| 500.00000 500.00| 525.00000 525.00| MONUMENT, C | | | 0027 616-02320 525.000 m2 | 4.00000 2100.00| 3.60000 1890.00| GEOTEXTILES | | | 0028 616-06451 155.000 Mg | 32.00000 4960.00| 34.50000 5347.50| RIPRAP, UNIFORM | | | 0029 621-01004 3.000 EACH| 325.00000 975.00| 341.25000 1023.75| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06545 1.000 Mg | 981.00000 981.00| 715.05000 715.05| FERTILIZER | | | 0031 621-06553 140.000 kg | 7.16000 1002.40| 7.52000 1052.80| SEED MIXTURE, R | | | 0032 621-06565 4.000 Mg | 520.00000 2080.00| 546.00000 2184.00| MULCHING MATERIAL | | | 0033 621-06570 1075.000 m3 | 28.75000 30906.25| 15.68000 16856.00| TOP SOIL | | | 0034 715-03475 7.000 EACH| 500.00000 3500.00| 567.11000 3969.77| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0035 715-03584 2.000 EACH| 750.00000 1500.00| 633.65000 1267.30| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0036 715-05119 99.000 m | 175.00000 17325.00| 138.12000 13673.88| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0037 715-05121 70.000 m | 210.00000 14700.00| 154.24000 10796.80| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0038 720-45030 1.000 EACH| 1600.00000 1600.00| 1056.00000 1056.00| INLET, E7 | | | 0039 720-45035 1.000 EACH| 1600.00000 1600.00| 1057.42000 1057.42| INLET, F7 | | | 0040 801-04308 2.000 EACH| 190.00000 380.00| 187.95000 375.90| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 151 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,988.17 ROUTE : 19 CALL ORDER : 151 CONTRACT ID : R -27246-A COUNTIES : ELKHART LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 | |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06207 6922.000 m | 2.75000 19035.50| 2.73000 18897.06| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0042 801-06218 14.000 m | 16.53000 231.42| 16.49000 230.86| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0043 801-06625 23.000 EACH| 70.00000 1610.00| 52.50000 1207.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 14.000 EACH| 90.00000 1260.00| 78.75000 1102.50| CONSTRUCTION SIGN, A | | | 0045 801-06645 26.000 EACH| 40.00000 1040.00| 26.25000 682.50| CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 15900.00000 15900.00| 2100.00000 2100.00| MAINTAINING TRAFFIC | | | 0047 801-07119 36.000 m | 49.20000 1771.20| 42.21000 1519.56| BARRICADE, III-B | | | 0048 802-05701 33.000 m | 19.98000 659.34| 20.98000 692.34| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-76025 1.000 m2 | 177.22000 177.22| 180.83000 180.83| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0050 802-76035 6.000 m2 | 183.00000 1098.00| 192.15000 1152.90| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0051 808-06703 1850.000 m | 1.02000 1887.00| 1.07000 1979.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0052 808-06716 2780.000 m | 1.96000 5448.80| 1.00000 2780.00| LINE, REMOVE | | | 0053 808-75245 825.000 m | 1.02000 841.50| 1.07000 882.75| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0054 808-75290 73.000 m | 4.30000 313.90| 4.52000 329.96| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0055 808-75297 20.000 m | 8.75000 175.00| 9.19000 183.80| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0056 808-75320 7.000 EACH| 62.00000 434.00| 65.10000 455.70| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 151 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 727,988.17 ROUTE : 19 CALL ORDER : 151 CONTRACT ID : R -27246-A COUNTIES : ELKHART LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 |(5) 35-0997978 | |NIBLOCK EXCAVATING, INC. |PHEND & BROWN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 808-75325 7.000 EACH| 90.00000 630.00| 94.50000 661.50| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0058 808-92027 1260.000 m | 3.00000 3780.00| 3.15000 3969.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | SECTION TOTALS | $ 809,772.33| $ 810,139.43| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 809,772.33| $ 810,139.43| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/28/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6473001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,079,400.00 100.0000% 2 35-1698047 GRADEX, INC. $ 4,495,747.70 110.2061% 3 35-1875662 CRIDER & CRIDER, INC. $ 4,611,145.85 113.0349% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 4,869,537.55 119.3689% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 4,956,300.00 121.4958% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 35-1875662 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 65000.00000 65000.00| 100000.00000 100000.00| 136953.11000 136953.11 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1200.00000 28800.00| 2000.00000 48000.00| 1351.79000 32442.96 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| 180000.00000 180000.00| 220500.00000 220500.00| 162084.19000 162084.19 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 70000.00000 70000.00| 70000.00000 70000.00| 38606.47000 38606.47 CLEARING RIGHT OF WAY | | | 0007 202-03783 2.000 EACH| 165.00000 330.00| 62.00000 124.00| 115.74000 231.48 SIGN, PANEL, REMOVE | | | 0008 202-52710 173.000 m2 | 4.00000 692.00| 13.50000 2335.50| 7.87000 1361.51 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 42210.000 m3 | 8.00000 337680.00| 11.00000 464310.00| 6.89000 290826.90 EXCAVATION, COMMON | | | 0010 203-02010 1706.000 m3 | 33.50000 57151.00| 15.00000 25590.00| 39.60000 67557.60 EXCAVATION, ROCK | | | 0011 203-02070 57946.000 m3 | 5.80000 336086.80| 4.15000 240475.90| 4.79000 277561.34 BORROW | | | 0012 205-06931 890.000 Mg | 37.80000 33642.00| 20.50000 18245.00| 38.28000 34069.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 675.000 m | 20.40000 13770.00| 21.00000 14175.00| 11.92000 8046.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 35-1875662 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06937 6997.000 m | 5.90000 41282.30| 4.64000 32466.08| 4.93000 34495.21 TEMPORARY SILT FENCE | | | 0015 207-07499 85170.000 m2 | 2.45000 208666.50| 2.87000 244437.90| 2.65000 225700.50 SUBGRADE TREATMENT, TYPE B | | | 0016 211-07454 1901.000 m3 | 20.00000 38020.00| 20.00000 38020.00| 22.29000 42373.29 STRUCTURE BACKFILL | | | 0017 301-07448 19630.000 Mg | 11.25000 220837.50| 11.25000 220837.50| 13.83000 271482.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 166.000 Mg | 40.00000 6640.00| 21.00000 3486.00| 14.85000 2465.10 COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07489 22.000 Mg | 90.00000 1980.00| 250.00000 5500.00| 104.17000 2291.74 HMA PATCHING, TYPE A | | | 0020 401-06264 LUMP| 4500.00000 4500.00| 4600.00000 4600.00| 5209.53000 5209.53 PROFILOGRAPH, HMA | | | 0021 401-07321 4210.000 Mg | 48.50000 204185.00| 49.00000 206290.00| 56.14000 236349.40 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 12275.000 Mg | 40.50000 497137.50| 42.00000 515550.00| 46.88000 575452.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 10920.000 Mg | 40.00000 436800.00| 43.00000 469560.00| 46.31000 505705.20 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 401-07430 8676.000 Mg | 44.00000 381744.00| 44.00000 381744.00| 50.94000 441955.44 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0025 406-05520 120.000 Mg | 140.00000 16800.00| 175.00000 21000.00| 162.06000 19447.20 ASPHALT FOR TACK COAT | | | 0026 601-94689 4.000 EACH| 2435.00000 9740.00| 2115.00000 8460.00| 2373.22000 9492.88 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 231.000 m | 47.20000 10903.20| 48.60000 11226.60| 54.58000 12607.98 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 603-06040 390.000 m | 15.80000 6162.00| 16.20000 6318.00| 18.22000 7105.80 FENCE, FARM FIELD, 1190 mm | | | 0029 604-06070 155.000 m2 | 36.00000 5580.00| 46.50000 7207.50| 30.70000 4758.50 SIDEWALK, CONCRETE | | | 0030 604-07902 15.000 m2 | 160.00000 2400.00| 110.00000 1650.00| 66.98000 1004.70 CURB RAMP, CONCRETE, H | | | 0031 605-06120 10.000 m | 85.00000 850.00| 90.00000 900.00| 63.02000 630.20 CURB, CONCRETE | | | 0032 605-06140 566.000 m | 43.00000 24338.00| 50.00000 28300.00| 34.32000 19425.12 CURB AND GUTTER, CONCRETE | | | 0033 610-07486 364.000 Mg | 80.00000 29120.00| 80.00000 29120.00| 92.59000 33702.76 HMA FOR APPROACHES, TYPE A | | | 0034 611-05330 416.000 m2 | 43.00000 17888.00| 52.00000 21632.00| 51.07000 21245.12 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 35-1875662 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 611-06497 14.000 EACH| 160.00000 2240.00| 160.00000 2240.00| 179.42000 2511.88 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 150.000 EACH| 101.50000 15225.00| 103.00000 15450.00| 115.74000 17361.00 RIGHT OF WAY MARKER | | | 0037 615-06505 54.000 EACH| 420.00000 22680.00| 428.00000 23112.00| 480.39000 25941.06 MONUMENT, B | | | 0038 615-06510 1.000 EACH| 422.00000 422.00| 428.00000 428.00| 480.39000 480.39 MONUMENT, C | | | 0039 616-02320 227.000 m2 | 3.00000 681.00| 3.00000 681.00| 2.40000 544.80 GEOTEXTILES | | | 0040 616-06405 160.000 Mg | 24.00000 3840.00| 24.00000 3840.00| 26.40000 4224.00 RIPRAP, REVETMENT | | | 0041 621-01004 1.000 EACH| 305.00000 305.00| 310.00000 310.00| 1012.96000 1012.96 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 11.000 Mg | 375.00000 4125.00| 381.00000 4191.00| 613.55000 6749.05 FERTILIZER | | | 0043 621-06553 2210.000 kg | 5.00000 11050.00| 5.10000 11271.00| 6.45000 14254.50 SEED MIXTURE, R | | | 0044 621-06565 53.000 Mg | 440.00000 23320.00| 448.00000 23744.00| 467.66000 24785.98 MULCHING MATERIAL | | | 0045 621-06567 216.000 kL | 2.00000 432.00| 2.05000 442.80| 2.88000 622.08 WATER | | | 0046 621-06574 11977.000 m2 | 3.20000 38326.40| 3.56000 42638.12| 3.64000 43596.28 SODDING | | | 0047 703-51030 150.000 kg | 2.50000 375.00| 5.00000 750.00| 2.87000 430.50 REINFORCING STEEL | | | 0049 715-05019 173.000 m | 170.00000 29410.00| 200.00000 34600.00| 237.46000 41080.58 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0050 715-05024 144.000 m | 185.00000 26640.00| 200.00000 28800.00| 247.88000 35694.72 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0051 715-05048 9211.000 m | 7.30000 67240.30| 9.00000 82899.00| 5.04000 46423.44 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0052 715-05053 680.000 m | 33.45000 22746.00| 40.00000 27200.00| 36.18000 24602.40 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0053 715-05123 52.000 m | 110.00000 5720.00| 140.00000 7280.00| 198.31000 10312.12 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05149 37.000 m | 92.00000 3404.00| 80.00000 2960.00| 105.58000 3906.46 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05151 67.000 m | 110.00000 7370.00| 90.00000 6030.00| 116.85000 7828.95 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 35-1875662 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-05154 372.000 m | 98.00000 36456.00| 140.00000 52080.00| 140.64000 52318.08 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0057 715-05156 285.000 m | 110.00000 31350.00| 180.00000 51300.00| 181.33000 51679.05 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0058 715-05159 13.000 m | 320.00000 4160.00| 270.00000 3510.00| 299.71000 3896.23 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0059 715-05161 355.000 m | 10.00000 3550.00| 300.00000 106500.00| 385.74000 136937.70 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0060 715-05168 13.000 m | 52.00000 676.00| 90.00000 1170.00| 174.27000 2265.51 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0061 715-05169 26.000 m | 58.00000 1508.00| 100.00000 2600.00| 189.74000 4933.24 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0062 715-05173 15.000 m | 60.00000 900.00| 140.00000 2100.00| 231.05000 3465.75 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0063 715-05338 151.000 m | 245.00000 36995.00| 272.00000 41072.00| 512.58000 77399.58 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0064 715-44240 3.000 m3 | 500.00000 1500.00| 960.00000 2880.00| 681.36000 2044.08 CONCRETE, A, STRUCTURES | | | 0065 715-46020 6.000 EACH| 320.00000 1920.00| 660.00000 3960.00| 706.73000 4240.38 PIPE END SECTION, 600 mm | | | 0066 715-46030 1.000 EACH| 410.00000 410.00| 880.00000 880.00| 1287.57000 1287.57 PIPE END SECTION, 750 mm | | | 0067 715-46040 3.000 EACH| 540.00000 1620.00| 1150.00000 3450.00| 1022.77000 3068.31 PIPE END SECTION, 900 mm | | | 0068 718-06528 87.000 EACH| 455.00000 39585.00| 600.00000 52200.00| 343.14000 29853.18 OUTLET PROTECTOR, 1 | | | 0069 718-52610 1799.000 m3 | 32.30000 58107.70| 35.00000 62965.00| 26.98000 48537.02 AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 17244.000 m2 | 1.60000 27590.40| 0.85000 14657.40| 3.07000 52939.08 GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-45045 2.000 EACH| 1450.00000 2900.00| 1350.00000 2700.00| 1132.91000 2265.82 INLET, J10 | | | 0072 720-45055 5.000 EACH| 1335.00000 6675.00| 1500.00000 7500.00| 1132.91000 5664.55 INLET, M10 | | | 0073 720-45270 1.000 EACH| 825.00000 825.00| 995.00000 995.00| 548.11000 548.11 PIPE CATCH BASIN, 450 mm | | | 0074 720-45275 4.000 EACH| 940.00000 3760.00| 1100.00000 4400.00| 706.73000 2826.92 PIPE CATCH BASIN, 600 mm | | | 0075 720-45410 4.000 EACH| 1970.00000 7880.00| 1750.00000 7000.00| 1438.99000 5755.96 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 35-1875662 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 720-92884 1.000 EACH| 2620.00000 2620.00| 3175.00000 3175.00| 2568.02000 2568.02 MANHOLE, K4, MODIFIED | | | 0077 720-94612 5.000 EACH| 2500.00000 12500.00| 3710.00000 18550.00| 2683.78000 13418.90 MANHOLE, K4 | | | 0078 720-95409 5.000 EACH| 2225.00000 11125.00| 2750.00000 13750.00| 1792.08000 8960.40 MANHOLE, J4, MODIFIED | | | 0079 720-95422 1.000 EACH| 2600.00000 2600.00| 3175.00000 3175.00| 1792.08000 1792.08 MANHOLE, J4 | | | 0080 720-98174 2.000 EACH| 1860.00000 3720.00| 1850.00000 3700.00| 1821.01000 3642.02 INLET, B15 | | | 0081 720-98555 2.000 EACH| 1870.00000 3740.00| 1750.00000 3500.00| 1821.01000 3642.02 INLET, C15 | | | 0082 721-43045 1.000 EACH| 250.00000 250.00| 20000.00000 20000.00| 4494.56000 4494.56 AUTOMATIC DRAINAGE GATE, 1200 mm | | | 0083 801-04308 6.000 EACH| 195.00000 1170.00| 195.00000 1170.00| 318.33000 1909.98 ROAD CLOSURE SIGN ASSEMBLY | | | 0084 801-06625 28.000 EACH| 102.00000 2856.00| 103.00000 2884.00| 127.32000 3564.96 DETOUR ROUTE MARKER ASSEMBLY | | | 0085 801-06640 39.000 EACH| 120.00000 4680.00| 118.00000 4602.00| 98.38000 3836.82 CONSTRUCTION SIGN, A | | | 0086 801-06775 LUMP| 8288.18000 8288.18| 60000.00000 60000.00| 57883.83000 57883.83 MAINTAINING TRAFFIC | | | 0087 801-07119 110.000 m | 28.50000 3135.00| 29.00000 3190.00| 71.77000 7894.70 BARRICADE, III-B | | | 0088 802-05701 120.000 m | 32.00000 3840.00| 32.50000 3900.00| 39.86000 4783.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0089 802-76025 15.000 m2 | 205.00000 3075.00| 206.00000 3090.00| 230.52000 3457.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0090 802-76030 3.000 m2 | 180.00000 540.00| 184.00000 552.00| 224.26000 672.78 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0091 808-06713 11961.000 m | 0.30000 3588.30| 0.30000 3588.30| 0.31000 3707.91 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0092 808-75240 1203.000 m | 0.88000 1058.64| 0.90000 1082.70| 1.08000 1299.24 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0093 808-75245 2406.000 m | 0.88000 2117.28| 0.90000 2165.40| 1.08000 2598.48 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1698047 |(3) 35-1875662 |MILESTONE CONTRACTORS, L.P. |GRADEX, INC. |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 808-75297 80.000 m | 10.30000 824.00| 10.30000 824.00| 14.18000 1134.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0095 723-08342 23.000 m | 7175.00000 165025.00| 6000.00000 138000.00| 6650.05000 152951.15 STRUCTURE, PRECAST THREE-SIDED, 10360 | | | mm X 2440 mm | | | SECTION TOTALS | $ 4,079,400.00| $ 4,495,747.70| $ 4,611,145.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,079,400.00| $ 4,495,747.70| $ 4,611,145.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0918397 | |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 105220.00000 105220.00| 100000.00000 100000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 815.00000 19560.00| 2200.00000 52800.00| 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| 238000.00000 238000.00| 256068.48000 256068.48| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 195000.00000 195000.00| 100000.00000 100000.00| CLEARING RIGHT OF WAY | | | 0007 202-03783 2.000 EACH| 55.00000 110.00| 60.00000 120.00| SIGN, PANEL, REMOVE | | | 0008 202-52710 173.000 m2 | 33.00000 5709.00| 10.00000 1730.00| SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 42210.000 m3 | 10.50000 443205.00| 13.00000 548730.00| EXCAVATION, COMMON | | | 0010 203-02010 1706.000 m3 | 24.00000 40944.00| 38.00000 64828.00| EXCAVATION, ROCK | | | 0011 203-02070 57946.000 m3 | 9.00000 521514.00| 8.50000 492541.00| BORROW | | | 0012 205-06931 890.000 Mg | 20.00000 17800.00| 35.00000 31150.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06932 675.000 m | 22.00000 14850.00| 21.00000 14175.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 6997.000 m | 5.00000 34985.00| 4.60000 32186.20| TEMPORARY SILT FENCE | | | 0015 207-07499 85170.000 m2 | 2.30000 195891.00| 2.40000 204408.00| SUBGRADE TREATMENT, TYPE B | | | 0016 211-07454 1901.000 m3 | 34.00000 64634.00| 20.00000 38020.00| STRUCTURE BACKFILL | | | 0017 301-07448 19630.000 Mg | 11.00000 215930.00| 15.00000 294450.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 303-07449 166.000 Mg | 12.00000 1992.00| 35.00000 5810.00| COMPACTED AGGREGATE, NO. 73 | | | 0019 304-07489 22.000 Mg | 180.00000 3960.00| 200.00000 4400.00| HMA PATCHING, TYPE A | | | 0020 401-06264 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0918397 | |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07321 4210.000 Mg | 48.50000 204185.00| 48.00000 202080.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 12275.000 Mg | 40.50000 497137.50| 41.00000 503275.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 10920.000 Mg | 40.00000 436800.00| 43.00000 469560.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 401-07430 8676.000 Mg | 44.00000 381744.00| 43.00000 373068.00| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0025 406-05520 120.000 Mg | 140.00000 16800.00| 200.00000 24000.00| ASPHALT FOR TACK COAT | | | 0026 601-94689 4.000 EACH| 2095.00000 8380.00| 2100.00000 8400.00| GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 231.000 m | 55.00000 12705.00| 48.00000 11088.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 603-06040 390.000 m | 16.00000 6240.00| 16.00000 6240.00| FENCE, FARM FIELD, 1190 mm | | | 0029 604-06070 155.000 m2 | 39.00000 6045.00| 45.00000 6975.00| SIDEWALK, CONCRETE | | | 0030 604-07902 15.000 m2 | 255.00000 3825.00| 125.00000 1875.00| CURB RAMP, CONCRETE, H | | | 0031 605-06120 10.000 m | 175.00000 1750.00| 95.00000 950.00| CURB, CONCRETE | | | 0032 605-06140 566.000 m | 56.00000 31696.00| 45.00000 25470.00| CURB AND GUTTER, CONCRETE | | | 0033 610-07486 364.000 Mg | 80.00000 29120.00| 75.00000 27300.00| HMA FOR APPROACHES, TYPE A | | | 0034 611-05330 416.000 m2 | 44.00000 18304.00| 55.00000 22880.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0035 611-06497 14.000 EACH| 155.00000 2170.00| 160.00000 2240.00| MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 150.000 EACH| 100.00000 15000.00| 100.00000 15000.00| RIGHT OF WAY MARKER | | | 0037 615-06505 54.000 EACH| 420.00000 22680.00| 420.00000 22680.00| MONUMENT, B | | | 0038 615-06510 1.000 EACH| 415.00000 415.00| 420.00000 420.00| MONUMENT, C | | | 0039 616-02320 227.000 m2 | 2.75000 624.25| 1.70000 385.90| GEOTEXTILES | | | 0040 616-06405 160.000 Mg | 24.00000 3840.00| 43.00000 6880.00| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0918397 | |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-01004 1.000 EACH| 800.00000 800.00| 310.00000 310.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06545 11.000 Mg | 395.00000 4345.00| 380.00000 4180.00| FERTILIZER | | | 0043 621-06553 2210.000 kg | 5.00000 11050.00| 5.00000 11050.00| SEED MIXTURE, R | | | 0044 621-06565 53.000 Mg | 450.00000 23850.00| 440.00000 23320.00| MULCHING MATERIAL | | | 0045 621-06567 216.000 kL | 2.00000 432.00| 2.00000 432.00| WATER | | | 0046 621-06574 11977.000 m2 | 3.50000 41919.50| 3.00000 35931.00| SODDING | | | 0047 703-51030 150.000 kg | 4.00000 600.00| 4.00000 600.00| REINFORCING STEEL | | | 0049 715-05019 173.000 m | 275.00000 47575.00| 150.00000 25950.00| PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0050 715-05024 144.000 m | 275.00000 39600.00| 210.00000 30240.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0051 715-05048 9211.000 m | 7.00000 64477.00| 7.20000 66319.20| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0052 715-05053 680.000 m | 43.00000 29240.00| 44.00000 29920.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0053 715-05123 52.000 m | 185.00000 9620.00| 160.00000 8320.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05149 37.000 m | 235.00000 8695.00| 130.00000 4810.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0055 715-05151 67.000 m | 240.00000 16080.00| 150.00000 10050.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0056 715-05154 372.000 m | 175.00000 65100.00| 160.00000 59520.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0057 715-05156 285.000 m | 155.00000 44175.00| 180.00000 51300.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0058 715-05159 13.000 m | 375.00000 4875.00| 350.00000 4550.00| PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0059 715-05161 355.000 m | 385.00000 136675.00| 360.00000 127800.00| PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0060 715-05168 13.000 m | 255.00000 3315.00| 130.00000 1690.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0061 715-05169 26.000 m | 255.00000 6630.00| 100.00000 2600.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0918397 | |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 715-05173 15.000 m | 175.00000 2625.00| 160.00000 2400.00| PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0063 715-05338 151.000 m | 345.00000 52095.00| 300.00000 45300.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.68 | | | m2 | | | 0064 715-44240 3.000 m3 | 1225.00000 3675.00| 1000.00000 3000.00| CONCRETE, A, STRUCTURES | | | 0065 715-46020 6.000 EACH| 475.00000 2850.00| 340.00000 2040.00| PIPE END SECTION, 600 mm | | | 0066 715-46030 1.000 EACH| 725.00000 725.00| 490.00000 490.00| PIPE END SECTION, 750 mm | | | 0067 715-46040 3.000 EACH| 995.00000 2985.00| 570.00000 1710.00| PIPE END SECTION, 900 mm | | | 0068 718-06528 87.000 EACH| 595.00000 51765.00| 520.00000 45240.00| OUTLET PROTECTOR, 1 | | | 0069 718-52610 1799.000 m3 | 24.00000 43176.00| 26.00000 46774.00| AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 17244.000 m2 | 1.00000 17244.00| 1.00000 17244.00| GEOTEXTILES FOR UNDERDRAIN | | | 0071 720-45045 2.000 EACH| 1375.00000 2750.00| 1600.00000 3200.00| INLET, J10 | | | 0072 720-45055 5.000 EACH| 1375.00000 6875.00| 1600.00000 8000.00| INLET, M10 | | | 0073 720-45270 1.000 EACH| 975.00000 975.00| 970.00000 970.00| PIPE CATCH BASIN, 450 mm | | | 0074 720-45275 4.000 EACH| 1075.00000 4300.00| 1100.00000 4400.00| PIPE CATCH BASIN, 600 mm | | | 0075 720-45410 4.000 EACH| 1575.00000 6300.00| 2200.00000 8800.00| MANHOLE, C4 | | | 0076 720-92884 1.000 EACH| 3400.00000 3400.00| 3800.00000 3800.00| MANHOLE, K4, MODIFIED | | | 0077 720-94612 5.000 EACH| 3600.00000 18000.00| 4300.00000 21500.00| MANHOLE, K4 | | | 0078 720-95409 5.000 EACH| 2275.00000 11375.00| 3300.00000 16500.00| MANHOLE, J4, MODIFIED | | | 0079 720-95422 1.000 EACH| 2275.00000 2275.00| 3600.00000 3600.00| MANHOLE, J4 | | | 0080 720-98174 2.000 EACH| 1875.00000 3750.00| 2000.00000 4000.00| INLET, B15 | | | 0081 720-98555 2.000 EACH| 1875.00000 3750.00| 2000.00000 4000.00| INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 171 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,013,101.55 ROUTE : COUNTY ROAD 1100S CALL ORDER : 171 CONTRACT ID : R -27485-A COUNTIES : SHELBY LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 |(5) 35-0918397 | |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 721-43045 1.000 EACH| 3900.00000 3900.00| 7000.00000 7000.00| AUTOMATIC DRAINAGE GATE, 1200 mm | | | 0083 801-04308 6.000 EACH| 200.00000 1200.00| 190.00000 1140.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0084 801-06625 28.000 EACH| 100.00000 2800.00| 100.00000 2800.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0085 801-06640 39.000 EACH| 120.00000 4680.00| 120.00000 4680.00| CONSTRUCTION SIGN, A | | | 0086 801-06775 LUMP| 36561.00000 36561.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0087 801-07119 110.000 m | 30.00000 3300.00| 29.00000 3190.00| BARRICADE, III-B | | | 0088 802-05701 120.000 m | 32.00000 3840.00| 32.00000 3840.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0089 802-76025 15.000 m2 | 200.00000 3000.00| 200.00000 3000.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0090 802-76030 3.000 m2 | 180.00000 540.00| 180.00000 540.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0091 808-06713 11961.000 m | 0.30000 3588.30| 0.30000 3588.30| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0092 808-75240 1203.000 m | 1.00000 1203.00| 0.88000 1058.64| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0093 808-75245 2406.000 m | 1.00000 2406.00| 0.88000 2117.28| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 808-75297 80.000 m | 10.00000 800.00| 10.00000 800.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0095 723-08342 23.000 m | 7783.00000 179009.00| 8000.00000 184000.00| STRUCTURE, PRECAST THREE-SIDED, 10360 | | | mm X 2440 mm | | | SECTION TOTALS | $ 4,869,537.55| $ 4,956,300.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,869,537.55| $ 4,956,300.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : NCPD009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 2,556,311.11 100.0000% 2 35-1698047 GRADEX, INC. $ 2,572,200.62 100.6215% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,655,345.73 103.8741% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,707,950.00 105.9319% 5 35-1139301 E & B PAVING, INC. $ 2,726,500.00 106.6575% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,815,342.12 110.1330% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1151771 |CRIDER & CRIDER, INC. |GRADEX, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1000.00000 12000.00| 2000.00000 24000.00| 1800.00000 21600.00 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| 125000.00000 125000.00| 128600.00000 128600.00| 139000.00000 139000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 50000.00000 50000.00| 45000.00000 45000.00| 52000.00000 52000.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 16599.000 CYS | 16.75000 278033.25| 10.00000 165990.00| 6.00000 99594.00 EXCAVATION, COMMON | | | 0008 203-02070 96143.000 CYS | 4.00000 384572.00| 4.20000 403800.60| 4.40000 423029.20 BORROW | | | 0009 205-06931 40.000 TON | 30.00000 1200.00| 26.00000 1040.00| 19.00000 760.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 1650.000 TON | 17.50000 28875.00| 22.00000 36300.00| 19.00000 31350.00 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 910.000 LFT | 1.40000 1274.00| 1.65000 1501.50| 1.60000 1456.00 TEMPORARY SILT FENCE | | | 0012 207-07500 6886.000 SYS | 1.50000 10329.00| 5.69000 39181.34| 4.10000 28232.60 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 1371.000 CYS | 20.00000 27420.00| 17.30000 23718.30| 26.00000 35646.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1151771 |CRIDER & CRIDER, INC. |GRADEX, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 213-08058 402.000 CYS | 60.00000 24120.00| 55.00000 22110.00| 70.00000 28140.00 FLOWABLE BACKFILL | | | 0015 301-07448 8895.000 TON | 12.00000 106740.00| 12.00000 106740.00| 12.00000 106740.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08034 434.000 SYS | 10.00000 4340.00| 10.30000 4470.20| 4.00000 1736.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP| 2200.00000 2200.00| 2265.00000 2265.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0018 401-07332 972.000 TON | 37.75000 36693.00| 38.00000 36936.00| 47.00000 45684.00 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0019 401-07334 1359.000 TON | 44.00000 59796.00| 44.30000 60203.70| 47.00000 63873.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 2257.000 TON | 31.00000 69967.00| 31.00000 69967.00| 37.00000 83509.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0021 401-07416 2914.000 TON | 30.00000 87420.00| 31.25000 91062.50| 37.00000 107818.00 QC/QA-HMA, 1, 76, BASE, 25.0 mm | | | 0022 401-07424 6998.000 TON | 29.00000 202942.00| 29.00000 202942.00| 32.00000 223936.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0023 401-07429 2575.000 TON | 34.00000 87550.00| 34.00000 87550.00| 39.00000 100425.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0024 405-05517 17.000 TON | 290.00000 4930.00| 295.00000 5015.00| 200.00000 3400.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 19.000 TON | 190.00000 3610.00| 195.00000 3705.00| 100.00000 1900.00 ASPHALT FOR TACK COAT | | | 0026 601-05999 1.000 EACH| 40.00000 40.00| 41.00000 41.00| 50.00000 50.00 CURVED TERMINAL END | | | 0027 601-06854 2.000 EACH| 2450.00000 4900.00| 2472.00000 4944.00| 2400.00000 4800.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 3.000 EACH| 2150.00000 6450.00| 2200.00000 6600.00| 2600.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 1206.000 LFT | 14.50000 17487.00| 15.00000 18090.00| 15.00000 18090.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 603-06040 10503.000 LFT | 4.20000 44112.60| 4.27000 44847.81| 3.80000 39911.40 FENCE, FARM FIELD, 47 IN. | | | 0031 610-07486 302.000 TON | 45.00000 13590.00| 45.30000 13680.60| 45.00000 13590.00 HMA FOR APPROACHES, TYPE A | | | 0032 615-06505 3.000 EACH| 480.00000 1440.00| 490.00000 1470.00| 575.00000 1725.00 MONUMENT, B | | | 0033 615-06510 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 475.00000 475.00 MONUMENT, C | | | 0034 616-02320 1384.000 SYS | 2.00000 2768.00| 2.00000 2768.00| 1.75000 2422.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1151771 |CRIDER & CRIDER, INC. |GRADEX, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 1055.000 TON | 25.00000 26375.00| 22.00000 23210.00| 20.00000 21100.00 RIPRAP, REVETMENT | | | 0036 621-01004 4.000 EACH| 700.00000 2800.00| 260.00000 1040.00| 250.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 6.000 TON | 520.00000 3120.00| 345.00000 2070.00| 335.00000 2010.00 FERTILIZER | | | 0038 621-06548 38.000 LBS | 29.00000 1102.00| 26.00000 988.00| 25.00000 950.00 SEED MIXTURE, CV | | | 0039 621-06554 2265.000 LBS | 3.00000 6795.00| 2.50000 5662.50| 2.42000 5481.30 SEED MIXTURE, U | | | 0040 621-06557 1220.000 LBS | 3.00000 3660.00| 1.75000 2135.00| 1.70000 2074.00 SEED MIXTURE, T | | | 0041 621-06565 30.000 TON | 400.00000 12000.00| 402.00000 12060.00| 390.00000 11700.00 MULCHING MATERIAL | | | 0042 621-06567 7.000 MG | 56.00000 392.00| 2.00000 14.00| 2.00000 14.00 WATER | | | 0043 621-06574 1819.000 SYS | 3.00000 5457.00| 3.78000 6875.82| 2.51000 4565.69 SODDING | | | 0044 714-01366 326.000 LFT | 450.00000 146700.00| 475.00000 154850.00| 520.00000 169520.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0045 714-06172 117.000 LFT | 700.00000 81900.00| 925.00000 108225.00| 1050.00000 122850.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 4 FT. | | | 0046 714-06660 103.000 SYS | 600.00000 61800.00| 375.00000 38625.00| 593.52000 61132.56 WINGWALL | | | 0047 714-26702 125.000 LFT | 500.00000 62500.00| 250.00000 31250.00| 300.00000 37500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0048 715-04830 6.000 EACH| 9500.00000 57000.00| 7510.00000 45060.00| 13000.00000 78000.00 GRATED BOX END SECTION | | | 0049 715-05048 10660.000 LFT | 2.30000 24518.00| 2.90000 30914.00| 2.30000 24518.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0050 715-05053 1627.000 LFT | 10.00000 16270.00| 10.00000 16270.00| 10.00000 16270.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0051 715-05128 172.000 LFT | 76.00000 13072.00| 98.00000 16856.00| 82.00000 14104.00 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0052 715-06004 2.000 EACH| 1000.00000 2000.00| 1100.00000 2200.00| 1000.00000 2000.00 CONCRETE ANCHOR, 48 IN. | | | 0053 718-06529 14.000 EACH| 500.00000 7000.00| 250.00000 3500.00| 540.00000 7560.00 OUTLET PROTECTOR, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1151771 |CRIDER & CRIDER, INC. |GRADEX, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 718-06532 3280.000 LFT | 1.00000 3280.00| 1.00000 3280.00| 0.90000 2952.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 961.000 CYS | 30.00000 28830.00| 27.00000 25947.00| 28.30000 27196.30 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 7900.000 SYS | 1.20000 9480.00| 1.00000 7900.00| 1.30000 10270.00 GEOTEXTILES FOR UNDERDRAIN | | | 0057 723-07069 120.000 LFT | 1850.00000 222000.00| 2290.00000 274800.00| 2404.27000 288512.40 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 108 IN. | | | 0058 801-04308 7.000 EACH| 250.00000 1750.00| 103.00000 721.00| 100.00000 700.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 16.000 EACH| 67.00000 1072.00| 72.00000 1152.00| 70.00000 1120.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 23.000 EACH| 100.00000 2300.00| 72.00000 1656.00| 70.00000 1610.00 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP| 10000.00000 10000.00| 43600.00000 43600.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0062 801-07118 228.000 LFT | 7.50000 1710.00| 6.00000 1368.00| 5.80000 1322.40 BARRICADE, III-A | | | 0063 801-07119 48.000 LFT | 9.00000 432.00| 6.00000 288.00| 5.80000 278.40 BARRICADE, III-B | | | 0064 802-05701 96.000 LFT | 10.50000 1008.00| 10.50000 1008.00| 17.94000 1722.24 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 12.000 SFT | 19.00000 228.00| 18.50000 222.00| 26.28000 315.36 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0066 802-76035 54.000 SFT | 16.00000 864.00| 16.00000 864.00| 26.06000 1407.24 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0067 805-01844 248.000 LFT | 15.00000 3720.00| 28.00000 6944.00| 26.07000 6465.36 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0068 808-06703 407.000 LFT | 0.50000 203.50| 0.52000 211.64| 0.50000 203.50 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0069 808-06713 11002.000 LFT | 0.13000 1430.26| 0.14000 1540.28| 0.14000 1540.28 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0070 808-75240 799.000 LFT | 0.50000 399.50| 0.52000 415.48| 0.50000 399.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0071 808-75245 1170.000 LFT | 0.50000 585.00| 0.52000 608.40| 0.50000 585.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1151771 |CRIDER & CRIDER, INC. |GRADEX, INC. |CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75297 145.000 LFT | 3.00000 435.00| 3.09000 448.05| 3.00000 435.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0073 808-75320 2.000 EACH| 80.00000 160.00| 82.00000 164.00| 80.00000 160.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0074 808-75325 2.000 EACH| 115.00000 230.00| 103.00000 206.00| 100.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0075 808-75998 97.000 EACH| 25.00000 2425.00| 29.00000 2813.00| 50.00000 4850.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 808-92027 3280.000 LFT | 1.00000 3280.00| 1.05000 3444.00| 1.00000 3280.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0077 808-99176 259.000 LFT | 3.00000 777.00| 3.10000 802.90| 3.00000 777.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | SECTION TOTALS | $ 2,556,311.11| $ 2,572,200.62| $ 2,655,345.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,556,311.11| $ 2,572,200.62| $ 2,655,345.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP| 30000.00000 30000.00| 27650.00000 27650.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2500.00000 30000.00| 2550.00000 30600.00| 2000.00000 24000.00 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| 120000.75000 120000.75| 130440.00000 130440.00| 92920.00000 92920.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 90000.00000 90000.00| 38500.00000 38500.00| 70000.00000 70000.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 16599.000 CYS | 8.00000 132792.00| 4.75000 78845.25| 16.00000 265584.00 EXCAVATION, COMMON | | | 0008 203-02070 96143.000 CYS | 4.75000 456679.25| 5.25000 504750.75| 4.30000 413414.90 BORROW | | | 0009 205-06931 40.000 TON | 25.00000 1000.00| 41.90000 1676.00| 153.24000 6129.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06936 1650.000 TON | 20.00000 33000.00| 25.00000 41250.00| 37.97000 62650.50 TEMPORARY SEDIMENT TRAP | | | 0011 205-06937 910.000 LFT | 1.70000 1547.00| 1.40000 1274.00| 3.38000 3075.80 TEMPORARY SILT FENCE | | | 0012 207-07500 6886.000 SYS | 4.25000 29265.50| 5.30000 36495.80| 7.04000 48477.44 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 1371.000 CYS | 26.00000 35646.00| 30.00000 41130.00| 12.22000 16753.62 STRUCTURE BACKFILL | | | 0014 213-08058 402.000 CYS | 62.00000 24924.00| 130.00000 52260.00| 88.33000 35508.66 FLOWABLE BACKFILL | | | 0015 301-07448 8895.000 TON | 12.25000 108963.75| 12.70000 112966.50| 12.50000 111187.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 306-08034 434.000 SYS | 5.00000 2170.00| 8.00000 3472.00| 12.15000 5273.10 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP| 4500.00000 4500.00| 1750.00000 1750.00| 1268.96000 1268.96 PROFILOGRAPH, HMA | | | 0018 401-07332 972.000 TON | 42.00000 40824.00| 42.50000 41310.00| 42.00000 40824.00 QC/QA-HMA, 1, 76, SURFACE, 9.5 mm | | | 0019 401-07334 1359.000 TON | 50.00000 67950.00| 45.50000 61834.50| 45.00000 61155.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0020 401-07403 2257.000 TON | 35.50000 80123.50| 31.00000 69967.00| 37.00000 83509.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07416 2914.000 TON | 35.50000 103447.00| 32.00000 93248.00| 33.00000 96162.00 QC/QA-HMA, 1, 76, BASE, 25.0 mm | | | 0022 401-07424 6998.000 TON | 31.00000 216938.00| 31.00000 216938.00| 32.00000 223936.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0023 401-07429 2575.000 TON | 37.00000 95275.00| 32.00000 82400.00| 35.00000 90125.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19 mm | | | 0024 405-05517 17.000 TON | 370.00000 6290.00| 1.00000 17.00| 665.00000 11305.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 19.000 TON | 165.00000 3135.00| 200.00000 3800.00| 188.00000 3572.00 ASPHALT FOR TACK COAT | | | 0026 601-05999 1.000 EACH| 51.00000 51.00| 50.00000 50.00| 57.00000 57.00 CURVED TERMINAL END | | | 0027 601-06854 2.000 EACH| 2500.00000 5000.00| 2400.00000 4800.00| 2448.00000 4896.00 GUARDRAIL, W-BEAM, NESTED | | | 0028 601-94689 3.000 EACH| 2650.00000 7950.00| 2600.00000 7800.00| 2157.30000 6471.90 GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 1206.000 LFT | 15.50000 18693.00| 15.00000 18090.00| 14.79000 17836.74 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 603-06040 10503.000 LFT | 4.00000 42012.00| 3.80000 39911.40| 4.23000 44427.69 FENCE, FARM FIELD, 47 IN. | | | 0031 610-07486 302.000 TON | 70.00000 21140.00| 60.00000 18120.00| 55.00000 16610.00 HMA FOR APPROACHES, TYPE A | | | 0032 615-06505 3.000 EACH| 600.00000 1800.00| 575.00000 1725.00| 484.50000 1453.50 MONUMENT, B | | | 0033 615-06510 1.000 EACH| 500.00000 500.00| 475.00000 475.00| 448.80000 448.80 MONUMENT, C | | | 0034 616-02320 1384.000 SYS | 1.75000 2422.00| 2.00000 2768.00| 2.67000 3695.28 GEOTEXTILES | | | 0035 616-06405 1055.000 TON | 21.00000 22155.00| 22.50000 23737.50| 30.64000 32325.20 RIPRAP, REVETMENT | | | 0036 621-01004 4.000 EACH| 260.00000 1040.00| 675.00000 2700.00| 255.00000 1020.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 6.000 TON | 350.00000 2100.00| 510.00000 3060.00| 341.70000 2050.20 FERTILIZER | | | 0038 621-06548 38.000 LBS | 26.00000 988.00| 28.45000 1081.10| 25.50000 969.00 SEED MIXTURE, CV | | | 0039 621-06554 2265.000 LBS | 2.55000 5775.75| 2.90000 6568.50| 2.47000 5594.55 SEED MIXTURE, U | | | 0040 621-06557 1220.000 LBS | 1.75000 2135.00| 2.85000 3477.00| 1.73000 2110.60 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06565 30.000 TON | 410.00000 12300.00| 390.00000 11700.00| 397.80000 11934.00 MULCHING MATERIAL | | | 0042 621-06567 7.000 MG | 2.00000 14.00| 55.00000 385.00| 5.30000 37.10 WATER | | | 0043 621-06574 1819.000 SYS | 2.55000 4638.45| 3.65000 6639.35| 2.55000 4638.45 SODDING | | | 0044 714-01366 326.000 LFT | 500.00000 163000.00| 550.00000 179300.00| 550.00000 179300.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0045 714-06172 117.000 LFT | 925.00000 108225.00| 945.00000 110565.00| 960.00000 112320.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 14 FT. X 4 FT. | | | 0046 714-06660 103.000 SYS | 360.00000 37080.00| 380.00000 39140.00| 605.00000 62315.00 WINGWALL | | | 0047 714-26702 125.000 LFT | 280.00000 35000.00| 345.00000 43125.00| 330.00000 41250.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 3 FT. | | | 0048 715-04830 6.000 EACH| 20000.00000 120000.00| 12500.00000 75000.00| 9500.00000 57000.00 GRATED BOX END SECTION | | | 0049 715-05048 10660.000 LFT | 2.20000 23452.00| 1.75000 18655.00| 2.14000 22812.40 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0050 715-05053 1627.000 LFT | 10.50000 17083.50| 8.00000 13016.00| 10.20000 16595.40 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0051 715-05128 172.000 LFT | 130.00000 22360.00| 88.00000 15136.00| 119.57000 20566.04 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0052 715-06004 2.000 EACH| 400.00000 800.00| 1500.00000 3000.00| 2541.14000 5082.28 CONCRETE ANCHOR, 48 IN. | | | 0053 718-06529 14.000 EACH| 565.00000 7910.00| 510.00000 7140.00| 550.80000 7711.20 OUTLET PROTECTOR, 2 | | | 0054 718-06532 3280.000 LFT | 1.00000 3280.00| 0.90000 2952.00| 1.02000 3345.60 VIDEO INSPECTION FOR UNDERDRAINS | | | 0055 718-52610 961.000 CYS | 30.00000 28830.00| 28.00000 26908.00| 28.87000 27744.07 AGGREGATE FOR UNDERDRAINS | | | 0056 718-99153 7900.000 SYS | 1.35000 10665.00| 0.80000 6320.00| 1.33000 10507.00 GEOTEXTILES FOR UNDERDRAIN | | | 0057 723-07069 120.000 LFT | 1900.00000 228000.00| 2685.92000 322310.40| 2100.00000 252000.00 STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | | X 108 IN. | | | 0058 801-04308 7.000 EACH| 255.00000 1785.00| 100.00000 700.00| 337.62000 2363.34 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 16.000 EACH| 68.00000 1088.00| 70.00000 1120.00| 66.30000 1060.80 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 zz PAGE : 175 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06640 23.000 EACH| 100.00000 2300.00| 70.00000 1610.00| 114.24000 2627.52 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP| 8602.65000 8602.65| 12836.67000 12836.67| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0062 801-07118 228.000 LFT | 7.25000 1653.00| 5.80000 1322.40| 17.34000 3953.52 BARRICADE, III-A | | | 0063 801-07119 48.000 LFT | 9.20000 441.60| 5.80000 278.40| 22.44000 1077.12 BARRICADE, III-B | | | 0064 802-05701 96.000 LFT | 19.00000 1824.00| 17.94000 1722.24| 10.46000 1004.16 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0065 802-76025 12.000 SFT | 27.00000 324.00| 26.28000 315.36| 18.56000 222.72 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0066 802-76035 54.000 SFT | 27.00000 1458.00| 26.06000 1407.24| 15.81000 853.74 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0067 805-01844 248.000 LFT | 27.00000 6696.00| 26.07000 6465.36| 26.59000 6594.32 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0068 808-06703 407.000 LFT | 0.50000 203.50| 0.50000 203.50| 0.46000 187.22 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0069 808-06713 11002.000 LFT | 0.15000 1650.30| 0.14000 1540.28| 0.14000 1540.28 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0070 808-75240 799.000 LFT | 0.50000 399.50| 0.50000 399.50| 0.34000 271.66 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0071 808-75245 1170.000 LFT | 0.50000 585.00| 0.50000 585.00| 0.34000 397.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0072 808-75297 145.000 LFT | 3.25000 471.25| 3.00000 435.00| 3.57000 517.65 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0073 808-75320 2.000 EACH| 80.00000 160.00| 80.00000 160.00| 76.50000 153.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0074 808-75325 2.000 EACH| 120.00000 240.00| 100.00000 200.00| 96.90000 193.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0075 808-75998 97.000 EACH| 30.00000 2910.00| 30.00000 2910.00| 51.00000 4947.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 175 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,154,206.46 ROUTE : CALL ORDER : 175 CONTRACT ID : R -27494-A COUNTIES : HENDRICKS LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1139301 |(6) 35-1917625 |RIETH RILEY CONSTRUCTION |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 808-92027 3280.000 LFT | 1.05000 3444.00| 1.00000 3280.00| 0.82000 2689.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0077 808-99176 259.000 LFT | 3.25000 841.75| 3.00000 777.00| 2.81000 727.79 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | SECTION TOTALS | $ 2,707,950.00| $ 2,726,500.00| $ 2,815,342.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,707,950.00| $ 2,726,500.00| $ 2,815,342.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 28 CALL ORDER : 211 CONTRACT ID : R -27558-A COUNTIES : TIPPECANOE LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 433,648.11 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 437,780.50 100.9529% 3 35-1523985 WIRTZ & YATES, INC. $ 481,229.74 110.9724% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 510,429.52 117.7059% 5 35-1111003 WHITE CONSTRUCTION, INC. $ 533,896.22 123.1173% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 231 CONTRACT ID : R -27621-A COUNTIES : MIAMI LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/18/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 4,872,805.97 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 241 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 18 CALL ORDER : 241 CONTRACT ID : R -27664-A COUNTIES : MIAMI LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/05/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1325032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 524,447.23 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 261 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,647,845.60 ROUTE : SECOND CALL ORDER : 261 CONTRACT ID : R -27687-A COUNTIES : ADAMS LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9901021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 2,687,902.45 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 2,726,502.42 101.4360% 3 35-1267175 FLEMING EXCAVATING, INC. $ 2,727,610.06 101.4772% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 |(3) 35-1267175 |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION AND WIDENING | | | 0001 105-06845 LUMP| 43222.00000 43222.00| 30000.00000 30000.00| 44620.00000 44620.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1785.41000 32137.38| 1400.00000 25200.00| 1360.00000 24480.00 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 108-01614 LUMP| 7700.00000 7700.00| 10000.00000 10000.00| 7700.00000 7700.00 PARTNERING OVERHEAD | | | 0006 110-01001 LUMP| 134395.13000 134395.13| 136000.00000 136000.00| 135800.00000 135800.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP| 53758.05000 53758.05| 54500.00000 54500.00| 53800.00000 53800.00 CLEARING RIGHT OF WAY | | | 0013 202-02278 5570.000 LFT | 3.25000 18102.50| 3.30000 18381.00| 3.25000 18102.50 CURB, CONCRETE, REMOVE | | | 0014 202-91385 24.000 EACH| 397.92000 9550.08| 130.00000 3120.00| 397.92000 9550.08 INLET, REMOVE | | | 0015 202-93615 9450.000 SYS | 7.70000 72765.00| 4.60000 43470.00| 7.70000 72765.00 CONCRETE, REMOVE | | | 0016 203-02000 2490.000 CYS | 35.31000 87921.90| 16.00000 39840.00| 35.31000 87921.90 EXCAVATION, COMMON | | | 0017 205-02236 53.000 EACH| 50.00000 2650.00| 50.00000 2650.00| 95.95000 5085.35 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0018 207-07503 6100.000 SYS | 5.06000 30866.00| 5.25000 32025.00| 5.06000 30866.00 SUBGRADE TREATMENT, TYPE E | | | 0019 210-07794 1.000 EACH| 1275.00000 1275.00| 410.00000 410.00| 1275.00000 1275.00 WATER MAIN CAP, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 261 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,647,845.60 ROUTE : SECOND CALL ORDER : 261 CONTRACT ID : R -27687-A COUNTIES : ADAMS LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 |(3) 35-1267175 |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 211-07454 12775.000 CYS | 18.71000 239020.25| 16.00000 204400.00| 18.71000 239020.25 STRUCTURE BACKFILL | | | 0021 303-01180 3730.000 TON | 11.65000 43454.50| 12.00000 44760.00| 11.65000 43454.50 COMPACTED AGGREGATE, NO. 53 | | | 0022 303-07449 60.000 TON | 17.65000 1059.00| 25.00000 1500.00| 17.65000 1059.00 COMPACTED AGGREGATE, NO. 73 | | | 0023 304-07489 420.000 TON | 62.85000 26397.00| 50.00000 21000.00| 62.85000 26397.00 HMA PATCHING, TYPE A | | | 0024 304-07492 200.000 TON | 52.40000 10480.00| 70.00000 14000.00| 52.40000 10480.00 WIDENING WITH HMA, TYPE A | | | 0025 305-07471 440.000 SYS | 31.65000 13926.00| 30.00000 13200.00| 33.20000 14608.00 WIDENING WITH PCC BASE, 8 IN. | | | 0026 306-08037 1640.000 SYS | 1.78000 2919.20| 4.50000 7380.00| 2.62000 4296.80 MILLING, ASPHALT, 3 IN. | | | 0027 306-08043 720.000 SYS | 2.72000 1958.40| 2.00000 1440.00| 5.65000 4068.00 MILLING, TRANSITION | | | 0028 401-07321 1300.000 TON | 40.60000 52780.00| 45.00000 58500.00| 40.60000 52780.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0029 401-07390 2600.000 TON | 37.00000 96200.00| 26.00000 67600.00| 37.00000 96200.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0030 401-07423 860.000 TON | 43.00000 36980.00| 23.00000 19780.00| 43.00000 36980.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0031 405-05517 12.000 TON | 1.00000 12.00| 0.01000 0.12| 1.00000 12.00 ASPHALT FOR PRIME COAT | | | 0032 406-05520 10.000 TON | 220.00000 2200.00| 190.00000 1900.00| 220.00000 2200.00 ASPHALT FOR TACK COAT | | | 0033 604-07894 102.000 SYS | 44.00000 4488.00| 70.00000 7140.00| 53.94000 5501.88 CURB RAMP, CONCRETE, A | | | 0034 604-07898 37.000 SYS | 44.00000 1628.00| 75.00000 2775.00| 53.94000 1995.78 CURB RAMP, CONCRETE, D | | | 0035 604-07901 186.000 SYS | 44.00000 8184.00| 70.00000 13020.00| 53.94000 10032.84 CURB RAMP, CONCRETE, G | | | 0036 604-07902 326.000 SYS | 44.00000 14344.00| 70.00000 22820.00| 53.94000 17584.44 CURB RAMP, CONCRETE, H | | | 0037 604-07903 100.000 SYS | 44.00000 4400.00| 80.00000 8000.00| 53.94000 5394.00 CURB RAMP, CONCRETE, K | | | 0038 604-44251 32.000 CYS | 600.00000 19200.00| 820.00000 26240.00| 799.25000 25576.00 STEPS, CONCRETE | | | 0039 604-91404 3828.000 SYS | 29.25000 111969.00| 30.00000 114840.00| 32.20000 123261.60 SIDEWALK, CONCRETE, 5 IN. | | | 0040 605-06120 340.000 LFT | 12.95000 4403.00| 20.00000 6800.00| 16.04000 5453.60 CURB, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 261 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,647,845.60 ROUTE : SECOND CALL ORDER : 261 CONTRACT ID : R -27687-A COUNTIES : ADAMS LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 |(3) 35-1267175 |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 605-06155 5700.000 LFT | 10.75000 61275.00| 10.00000 57000.00| 11.15000 63555.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0042 605-92578 480.000 SYS | 51.25000 24600.00| 40.00000 19200.00| 62.85000 30168.00 CURB WALK, CONCRETE , 5 IN. | | | 0043 610-07486 1065.000 TON | 48.10000 51226.50| 35.00000 37275.00| 48.10000 51226.50 HMA FOR APPROACHES, TYPE A | | | 0044 610-07712 2710.000 SYS | 31.50000 85365.00| 50.00000 135500.00| 33.25000 90107.50 PCCP FOR APPROACHES, 6 IN. | | | 0045 615-06505 5.000 EACH| 520.00000 2600.00| 500.00000 2500.00| 598.00000 2990.00 MONUMENT, B | | | 0046 615-06527 1.000 EACH| 500.00000 500.00| 300.00000 300.00| 575.00000 575.00 MONUMENT, SECTION CORNER | | | 0047 616-02320 60.000 SYS | 3.00000 180.00| 1.50000 90.00| 3.00000 180.00 GEOTEXTILES | | | 0048 616-06405 50.000 TON | 24.10000 1205.00| 30.00000 1500.00| 24.10000 1205.00 RIPRAP, REVETMENT | | | 0049 621-06567 30.000 MG | 2.50000 75.00| 2.50000 75.00| 86.25000 2587.50 WATER | | | 0050 621-06575 7400.000 SYS | 2.66000 19684.00| 2.66000 19684.00| 2.93000 21682.00 SODDING, NURSERY | | | 0051 702-44240 10.000 CYS | 800.00000 8000.00| 1000.00000 10000.00| 1134.88000 11348.80 CONCRETE, A, STRUCTURES | | | 0052 703-51030 700.000 LBS | 2.15000 1505.00| 1.00000 700.00| 2.59000 1813.00 REINFORCING STEEL | | | 0053 706-92237 10.000 LFT | 100.00000 1000.00| 60.00000 600.00| 322.00000 3220.00 HANDRAIL, STEEL | | | 0055 715-05024 1230.000 LFT | 92.10000 113283.00| 85.00000 104550.00| 92.10000 113283.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0056 715-05146 85.000 LFT | 29.24000 2485.40| 16.00000 1360.00| 29.24000 2485.40 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0057 715-05147 10.000 LFT | 33.42000 334.20| 18.00000 180.00| 33.42000 334.20 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0058 715-05148 35.000 LFT | 37.89000 1326.15| 20.00000 700.00| 37.89000 1326.15 PIPE, TYPE 2, CIRCULAR, 10 IN. | | | 0059 715-05149 1520.000 LFT | 34.87000 53002.40| 30.00000 45600.00| 34.87000 53002.40 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0060 715-05151 135.000 LFT | 37.43000 5053.05| 32.00000 4320.00| 37.43000 5053.05 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0061 715-05152 360.000 LFT | 43.22000 15559.20| 36.00000 12960.00| 43.22000 15559.20 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0062 715-05154 320.000 LFT | 60.84000 19468.80| 45.00000 14400.00| 60.84000 19468.80 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 261 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,647,845.60 ROUTE : SECOND CALL ORDER : 261 CONTRACT ID : R -27687-A COUNTIES : ADAMS LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 |(3) 35-1267175 |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 715-05159 1265.000 LFT | 111.01000 140427.65| 100.00000 126500.00| 111.01000 140427.65 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0064 715-05161 570.000 LFT | 134.42000 76619.40| 125.00000 71250.00| 134.42000 76619.40 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0065 715-05203 10.000 LFT | 28.78000 287.80| 15.00000 150.00| 28.78000 287.80 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0066 715-05411 95.000 LFT | 99.87000 9487.65| 35.00000 3325.00| 99.87000 9487.65 PIPE, SANITARY SEWER, 12 IN. | | | 0067 715-05412 50.000 LFT | 100.13000 5006.50| 40.00000 2000.00| 100.13000 5006.50 PIPE, SANITARY SEWER, 15 IN. | | | 0068 715-05711 180.000 LFT | 42.58000 7664.40| 30.00000 5400.00| 42.58000 7664.40 PIPE, SANITARY SEWER, 6 IN. | | | 0069 715-08048 1.000 EACH| 68147.34000 68147.34| 52799.00000 52799.00| 44202.00000 44202.00 STORMWATER TREATMENT SYSTEM | | | 0070 715-93912 490.000 LFT | 68.04000 33339.60| 55.00000 26950.00| 68.04000 33339.60 WATER MAIN, 6 IN. | | | 0071 715-93913 4110.000 LFT | 35.59000 146274.90| 60.00000 246600.00| 35.59000 146274.90 WATER MAIN, 8 IN. | | | 0072 718-52610 20.000 CYS | 28.00000 560.00| 25.00000 500.00| 28.00000 560.00 AGGREGATE FOR UNDERDRAINS | | | 0073 720-01092 7.000 EACH| 2570.00000 17990.00| 4000.00000 28000.00| 2570.00000 17990.00 MANHOLE, J15, MODIFIED | | | 0074 720-01894 13.000 EACH| 350.00000 4550.00| 400.00000 5200.00| 350.00000 4550.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | A(DT) | | | 0075 720-02812 3.000 EACH| 300.00000 900.00| 500.00000 1500.00| 300.00000 900.00 INLET, YD DT | | | 0076 720-03194 1.000 EACH| 3375.00000 3375.00| 4200.00000 4200.00| 3375.00000 3375.00 MANHOLE , VI (DT)-A(DT) | | | 0077 720-45250 19.000 EACH| 1325.00000 25175.00| 3000.00000 57000.00| 1325.00000 25175.00 CATCH BASIN, K10 | | | 0078 720-45410 3.000 EACH| 1565.00000 4695.00| 3000.00000 9000.00| 1565.00000 4695.00 MANHOLE, C4 | | | 0079 720-90984 1.000 EACH| 1665.00000 1665.00| 3100.00000 3100.00| 1665.00000 1665.00 MANHOLE, C2 | | | 0080 720-93409 22.000 EACH| 2145.00000 47190.00| 4000.00000 88000.00| 2145.00000 47190.00 INLET, B15, MODIFIED | | | 0081 720-93411 2.000 EACH| 2195.00000 4390.00| 4000.00000 8000.00| 2195.00000 4390.00 INLET, C15, MODIFIED | | | 0082 720-93501 3.000 EACH| 6815.00000 20445.00| 7500.00000 22500.00| 6815.00000 20445.00 MANHOLE, L4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 261 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,647,845.60 ROUTE : SECOND CALL ORDER : 261 CONTRACT ID : R -27687-A COUNTIES : ADAMS LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 |(3) 35-1267175 |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 720-93501 1.000 EACH| 8545.00000 8545.00| 9500.00000 9500.00| 8545.00000 8545.00 MANHOLE, L4 , WITH BYPASS WEIR | | | 0084 720-94612 10.000 EACH| 4185.00000 41850.00| 5000.00000 50000.00| 4185.00000 41850.00 MANHOLE, K4 | | | 0085 720-95335 1.000 EACH| 12250.00000 12250.00| 16500.00000 16500.00| 12250.00000 12250.00 MANHOLE, M4 | | | 0086 720-95422 5.000 EACH| 2710.00000 13550.00| 3900.00000 19500.00| 2710.00000 13550.00 MANHOLE, J4 | | | 0087 721-43045 1.000 EACH| 4300.00000 4300.00| 5000.00000 5000.00| 4300.00000 4300.00 AUTOMATIC DRAINAGE GATE, 48 IN. | | | 0088 732-03063 1.000 EACH| 2125.00000 2125.00| 3000.00000 3000.00| 2125.00000 2125.00 TAPPING SLEEVE WITH GATE VALVE, 12 IN. | | | X 8IN. | | | 0089 732-03063 6.000 EACH| 1650.00000 9900.00| 2500.00000 15000.00| 1650.00000 9900.00 TAPPING SLEEVE WITH GATE VALVE, 6 IN. X | | | 6 IN. | | | 0090 732-04839 5.000 EACH| 1275.00000 6375.00| 1050.00000 5250.00| 1275.00000 6375.00 SERVICE LINE, K, COPPER, 25mm,. | | | 0091 732-04840 2.000 EACH| 1368.00000 2736.00| 1150.00000 2300.00| 1368.00000 2736.00 SERVICE LINE, K, COPPER, 38mm, | | | 0092 732-04841 1.000 EACH| 1746.00000 1746.00| 1350.00000 1350.00| 1746.00000 1746.00 SERVICE LINE, K, COPPER, 50mm, | | | 0093 732-08260 83.000 EACH| 795.69000 66042.27| 1000.00000 83000.00| 795.69000 66042.27 SERVICE LINE, K, COPPER, 0.75 IN. | | | 0094 732-91742 6.000 EACH| 400.00000 2400.00| 250.00000 1500.00| 400.00000 2400.00 FIRE HYDRANT , ABANDON | | | 0095 732-91742 9.000 EACH| 2260.00000 20340.00| 2500.00000 22500.00| 2260.00000 20340.00 FIRE HYDRANT ASSEMBLY | | | 0096 732-95866 2.000 EACH| 590.00000 1180.00| 750.00000 1500.00| 590.00000 1180.00 GATE VALVE, 6 IN. | | | 0097 732-96948 7.000 EACH| 820.00000 5740.00| 1000.00000 7000.00| 820.00000 5740.00 GATE VALVE, 8 IN. | | | 0098 801-04308 14.000 EACH| 300.00000 4200.00| 350.00000 4900.00| 325.00000 4550.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0099 801-06203 12040.000 LFT | 0.14000 1685.60| 0.17000 2046.80| 0.17000 2046.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0100 801-06207 15040.000 LFT | 0.88000 13235.20| 0.85000 12784.00| 0.83000 12483.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0101 801-06577 60.000 LFT | 7.70000 462.00| 5.00000 300.00| 4.60000 276.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 261 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,647,845.60 ROUTE : SECOND CALL ORDER : 261 CONTRACT ID : R -27687-A COUNTIES : ADAMS LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 |(3) 35-1267175 |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 801-06625 18.000 EACH| 105.00000 1890.00| 78.00000 1404.00| 70.00000 1260.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 25.000 EACH| 95.00000 2375.00| 98.00000 2450.00| 95.00000 2375.00 CONSTRUCTION SIGN, A | | | 0104 801-06645 17.000 EACH| 55.00000 935.00| 60.00000 1020.00| 55.00000 935.00 CONSTRUCTION SIGN, B | | | 0105 801-06775 LUMP| 40162.00000 40162.00| 35000.00000 35000.00| 39525.00000 39525.00 MAINTAINING TRAFFIC | | | 0106 801-07119 228.000 LFT | 21.00000 4788.00| 15.25000 3477.00| 14.50000 3306.00 BARRICADE, III-B | | | 0107 802-05701 420.000 LFT | 12.65000 5313.00| 8.00000 3360.00| 14.55000 6111.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0108 802-07125 11.000 SFT | 49.20000 541.20| 16.00000 176.00| 56.58000 622.38 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0109 802-07127 11.000 SFT | 43.60000 479.60| 18.00000 198.00| 50.14000 551.54 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.125 IN. | | | 0110 802-76025 185.000 SFT | 22.05000 4079.25| 9.00000 1665.00| 25.36000 4691.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0111 802-76035 50.000 SFT | 17.65000 882.50| 11.00000 550.00| 20.30000 1015.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0112 805-06003 34.000 EACH| 400.00000 13600.00| 400.00000 13600.00| 750.00000 25500.00 WOOD POLE , CLASS 6, 30 FT., FURNISH | | | AND INSTALL | | | 0113 805-06592 970.000 LFT | 15.00000 14550.00| 15.00000 14550.00| 18.00000 17460.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0114 805-86898 1020.000 LFT | 6.00000 6120.00| 6.00000 6120.00| 4.90000 4998.00 CONDUIT, STEEL, GALVANIZED, .75 IN. | | | 0115 805-87556 2040.000 LFT | 0.20000 408.00| 0.20000 408.00| 0.10000 204.00 WIRE, THW OR TW, NO. 10 COPPER STRANDED,| | | 1/C | | | 0116 805-98469 37.000 EACH| 200.00000 7400.00| 200.00000 7400.00| 480.00000 17760.00 PULL BOX , OPEN BOTTOM, 18 IN. X 11 IN. | | | X 8 IN. | | | 0117 807-02198 38.000 EACH| 35.00000 1330.00| 35.00000 1330.00| 75.00000 2850.00 GROUND ROD WITH CONNECTOR, INSTALL | | | 0118 807-02370 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 1000.00000 1000.00 LIGHT STRUCTURE, REMOVE AND RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 261 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,647,845.60 ROUTE : SECOND CALL ORDER : 261 CONTRACT ID : R -27687-A COUNTIES : ADAMS LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 |(3) 35-1267175 |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 807-02428 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 600.00000 2400.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0120 807-02780 34.000 EACH| 190.00000 6460.00| 190.00000 6460.00| 210.00000 7140.00 LUMINAIRE MAST ARM, 8 FT. | | | 0121 807-04651 730.000 LFT | 5.40000 3942.00| 5.40000 3942.00| 3.80000 2774.00 WIRE , NO. 4, COPPER, IN PLASTIC DUCT, | | | IN STEEL CONDUIT, IN TRENCH, 4 1/C | | | 0122 807-04654 3.000 EACH| 1800.00000 5400.00| 1800.00000 5400.00| 3850.00000 11550.00 LIGHT POLE , REMOVE, REFURBISH & RESET | | | 0123 807-04967 1200.000 LFT | 7.00000 8400.00| 7.00000 8400.00| 2.40000 2880.00 CABLE , QUADPLEX WITH STEEL CARRIER | | | 0124 807-07580 3680.000 LFT | 5.40000 19872.00| 5.40000 19872.00| 3.80000 13984.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0125 807-86605 34.000 EACH| 275.00000 9350.00| 275.00000 9350.00| 170.00000 5780.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 150 WATT | | | 0126 807-86805 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| 2150.00000 4300.00 SERVICE POINT, I | | | 0127 807-86910 38.000 EACH| 22.00000 836.00| 22.00000 836.00| 25.00000 950.00 CONNECTOR KIT, UNFUSED | | | 0128 807-86915 38.000 EACH| 32.00000 1216.00| 32.00000 1216.00| 30.00000 1140.00 CONNECTOR KIT, FUSED | | | 0129 808-74815 950.000 LFT | 1.33000 1263.50| 1.65000 1567.50| 1.55000 1472.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 12 IN. | | | 0130 808-75240 650.000 LFT | 1.05000 682.50| 0.55000 357.50| 0.52000 338.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0131 808-75245 2030.000 LFT | 1.05000 2131.50| 0.55000 1116.50| 0.52000 1055.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0132 808-75297 460.000 LFT | 2.55000 1173.00| 3.50000 1610.00| 3.10000 1426.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0133 808-75340 6.000 EACH| 220.00000 1320.00| 250.00000 1500.00| 220.00000 1320.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0134 210-08249 55.000 SYS | 265.00000 14575.00| 265.00000 14575.00| 304.75000 16761.25 RETAINING WALL , PRECAST CONCRETE UNITS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 261 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,647,845.60 ROUTE : SECOND CALL ORDER : 261 CONTRACT ID : R -27687-A COUNTIES : ADAMS LETTING DATE : 10/19/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1065659 |(3) 35-1267175 |PRIMCO, INC. |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,687,902.45| $ 2,726,502.42| $ 2,727,610.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,687,902.45| $ 2,726,502.42| $ 2,727,610.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 121 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 170,447.70 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -27697-B COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/29/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0688015 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 171,396.25 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 189,797.00 110.7357% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-0918397 | |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 3700.00000 3700.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2200.00000 6600.00| 2400.00000 7200.00| 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| 8570.00000 8570.00| 9490.00000 9490.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-51330 LUMP| 16765.00000 16765.00| 8000.00000 8000.00| PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 20.000 CYS | 35.00000 700.00| 45.00000 900.00| EXCAVATION, COMMON | | | 0008 203-02070 1040.000 CYS | 15.00000 15600.00| 36.00000 37440.00| BORROW | | | 0009 205-06932 50.000 LFT | 16.00000 800.00| 19.00000 950.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0010 303-01180 35.000 TON | 32.00000 1120.00| 44.00000 1540.00| COMPACTED AGGREGATE, NO. 53 | | | 0011 303-60012 187.000 TON | 20.00000 3740.00| 28.00000 5236.00| AGGREGATE, 2 | | | 0012 303-94433 78.000 CYS | 50.00000 3900.00| 56.00000 4368.00| AGGREGATE, 12 | | | 0013 304-07490 50.000 TON | 155.00000 7750.00| 87.00000 4350.00| HMA PATCHING, TYPE B | | | 0014 306-08032 310.000 SYS | 17.00000 5270.00| 15.00000 4650.00| MILLING, TRANSITION | | | 0015 402-07451 150.000 TON | 100.00000 15000.00| 80.00000 12000.00| HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 121 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 170,447.70 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -27697-B COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-0918397 | |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 406-05520 1.000 TON | 320.00000 320.00| 10.00000 10.00| ASPHALT FOR TACK COAT | | | 0017 615-06490 8.000 EACH| 125.00000 1000.00| 250.00000 2000.00| RIGHT OF WAY MARKER | | | 0018 616-02320 557.000 SYS | 3.50000 1949.50| 3.00000 1671.00| GEOTEXTILES | | | 0019 616-06405 55.000 TON | 23.00000 1265.00| 30.00000 1650.00| RIPRAP, REVETMENT | | | 0020 616-06451 30.000 TON | 35.00000 1050.00| 47.00000 1410.00| RIPRAP, UNIFORM | | | 0021 621-01004 1.000 EACH| 900.00000 900.00| 350.00000 350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0022 621-06559 2800.000 SYS | 0.55000 1540.00| 0.48000 1344.00| MULCHED SEEDING, R | | | 0023 621-06570 215.000 CYS | 20.00000 4300.00| 43.00000 9245.00| TOP SOIL | | | 0024 714-07773 88.000 LFT | 515.00000 45320.00| 515.00000 45320.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 3 FT. | | | 0025 715-05116 10.000 LFT | 15.00000 150.00| 37.00000 370.00| PIPE, TYPE 1, CIRCULAR, 8 IN. | | | 0026 715-05118 10.000 LFT | 15.00000 150.00| 44.00000 440.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0027 715-05119 108.000 LFT | 20.50000 2214.00| 30.00000 3240.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0028 715-05121 10.000 LFT | 20.00000 200.00| 33.00000 330.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0029 715-05122 10.000 LFT | 23.00000 230.00| 40.00000 400.00| PIPE, TYPE 1, CIRCULAR, 21 IN. | | | 0030 715-05123 10.000 LFT | 30.00000 300.00| 97.00000 970.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0031 720-45410 2.000 EACH| 2000.00000 4000.00| 2800.00000 5600.00| MANHOLE, C4 | | | 0032 801-04308 8.000 EACH| 100.00000 800.00| 150.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0033 801-06207 69.000 LFT | 8.00000 552.00| 4.00000 276.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0034 801-06625 76.000 EACH| 55.00000 4180.00| 55.00000 4180.00| DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 121 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 170,447.70 ROUTE : 44 CALL ORDER : 121 CONTRACT ID : R -27697-B COUNTIES : RUSH LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-0918397 | |BEATY CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06640 32.000 EACH| 85.00000 2720.00| 69.00000 2208.00| CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 7000.00000 7000.00| 5525.00000 5525.00| MAINTAINING TRAFFIC | | | 0037 801-07118 48.000 LFT | 6.50000 312.00| 9.00000 432.00| BARRICADE, III-A | | | 0038 801-07119 48.000 LFT | 6.50000 312.00| 12.00000 576.00| BARRICADE, III-B | | | 0039 804-06725 6.000 EACH| 110.00000 660.00| 55.00000 330.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0040 808-06712 85.000 LFT | 1.55000 131.75| 1.20000 102.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0041 808-06713 660.000 LFT | 1.55000 1023.00| 1.20000 792.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 171,396.25| $ 189,797.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 171,396.25| $ 189,797.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,363,966.90 ROUTE : 62 CALL ORDER : 271 CONTRACT ID : R -27765-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9999045 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 1,379,832.65 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 1,556,837.00 112.8279% 3 35-2110733 SPECIALTIES COMPANY LLC $ 1,623,036.00 117.6255% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL IMPROVEMENTS | | | 0001 105-06845 LUMP| 16630.00000 16630.00| 12400.00000 12400.00| 8900.00000 8900.00 CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP| 12100.00000 12100.00| 38000.00000 38000.00| 62598.00000 62598.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-01015 LUMP| 22000.00000 22000.00| 64000.00000 64000.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | | 0006 202-02241 2446.000 LFT | 1.50000 3669.00| 1.45000 3546.70| 1.25000 3057.50 GUARDRAIL, REMOVE | | | 0007 202-02278 41.000 LFT | 25.00000 1025.00| 22.50000 922.50| 40.00000 1640.00 CURB, CONCRETE, REMOVE | | | 0008 202-93741 137.000 EACH| 420.00000 57540.00| 98.00000 13426.00| 250.00000 34250.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 202-94954 23.000 LFT | 125.00000 2875.00| 225.00000 5175.00| 215.00000 4945.00 BARRIER WALL, CONCRETE, REMOVE | | | 0010 202-95027 10.000 EACH| 1975.00000 19750.00| 300.00000 3000.00| 550.00000 5500.00 IMPACT ATTENUATOR, REMOVE | | | 0011 203-02000 2755.000 CYS | 30.00000 82650.00| 50.00000 137750.00| 11.45000 31544.75 EXCAVATION, COMMON | | | 0012 203-02070 927.000 CYS | 22.00000 20394.00| 28.00000 25956.00| 31.00000 28737.00 BORROW | | | 0013 205-06932 1100.000 LFT | 3.50000 3850.00| 3.88000 4268.00| 3.45000 3795.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0014 205-06937 6600.000 LFT | 1.50000 9900.00| 1.69000 11154.00| 1.50000 9900.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,363,966.90 ROUTE : 62 CALL ORDER : 271 CONTRACT ID : R -27765-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-01180 45.000 TON | 35.00000 1575.00| 45.00000 2025.00| 85.00000 3825.00 COMPACTED AGGREGATE, NO. 53 | | | 0016 303-07449 2183.000 TON | 24.00000 52392.00| 44.00000 96052.00| 85.00000 185555.00 COMPACTED AGGREGATE, NO. 73 | | | 0017 601-01625 2.000 EACH| 1530.00000 3060.00| 1240.00000 2480.00| 1600.00000 3200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0018 601-01626 7.000 EACH| 1530.00000 10710.00| 1240.00000 8680.00| 1600.00000 11200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0019 601-01700 3.000 EACH| 1910.00000 5730.00| 1625.00000 4875.00| 1800.00000 5400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0020 601-01740 4.000 EACH| 1910.00000 7640.00| 1725.00000 6900.00| 1800.00000 7200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0021 601-01846 21.000 EACH| 1910.00000 40110.00| 1485.00000 31185.00| 1800.00000 37800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-05071 2.000 EACH| 1910.00000 3820.00| 1965.00000 3930.00| 1800.00000 3600.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0024 601-06035 167.000 LFT | 10.40000 1736.80| 6.25000 1043.75| 8.00000 1336.00 GUARDRAIL, RESET | | | 0025 601-06037 4.000 EACH| 740.00000 2960.00| 675.00000 2700.00| 800.00000 3200.00 GUARDRAIL END TREATMENT, I | | | 0026 601-06038 4.000 EACH| 1730.00000 6920.00| 2560.00000 10240.00| 3300.00000 13200.00 GUARDRAIL END TREATMENT, II | | | 0027 601-06228 10.000 EACH| 56425.00000 564250.00| 56000.00000 560000.00| 61800.00000 618000.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0028 601-06229 1.000 EACH| 67400.00000 67400.00| 67600.00000 67600.00| 71800.00000 71800.00 IMPACT ATTENUATOR, CR, W2. TL-3 | | | 0029 601-06854 2.000 EACH| 1835.00000 3670.00| 2740.00000 5480.00| 1700.00000 3400.00 GUARDRAIL, W-BEAM, NESTED , MODIFIED | | | 0030 601-92948 413.000 LFT | 3.95000 1631.35| 3.40000 1404.20| 4.00000 1652.00 GUARDRAIL, ADJUST HEIGHT | | | 0031 601-94689 110.000 EACH| 1925.00000 211750.00| 1900.00000 209000.00| 2200.00000 242000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-94690 11.000 EACH| 3300.00000 36300.00| 3500.00000 38500.00| 3300.00000 36300.00 GUARDRAIL END TREATMENT, MS | | | 0033 601-95300 23.000 EACH| 115.00000 2645.00| 75.00000 1725.00| 175.00000 4025.00 CONNECTOR, A S | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,363,966.90 ROUTE : 62 CALL ORDER : 271 CONTRACT ID : R -27765-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-99105 881.000 LFT | 13.25000 11673.25| 14.05000 12378.05| 16.00000 14096.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 601-99132 29.000 EACH| 55.00000 1595.00| 50.00000 1450.00| 125.00000 3625.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0036 601-99133 56.000 EACH| 55.00000 3080.00| 40.00000 2240.00| 125.00000 7000.00 GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0037 616-02320 567.000 SYS | 2.75000 1559.25| 2.80000 1587.60| 4.75000 2693.25 GEOTEXTILES | | | 0038 616-06405 358.000 TON | 37.00000 13246.00| 51.00000 18258.00| 45.25000 16199.50 RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH| 1000.00000 1000.00| 1125.00000 1125.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-02770 6600.000 SYS | 1.75000 11550.00| 2.00000 13200.00| 1.75000 11550.00 EROSION CONTROL BLANKET | | | 0041 621-06559 6600.000 SYS | 0.75000 4950.00| 0.84000 5544.00| 0.75000 4950.00 MULCHED SEEDING, R | | | 0042 801-06710 76.000 DAY | 20.00000 1520.00| 40.00000 3040.00| 50.00000 3800.00 FLASHING ARROW SIGN | | | 0043 801-06775 LUMP| 49750.00000 49750.00| 120000.00000 120000.00| 90500.00000 90500.00 MAINTAINING TRAFFIC | | | 0044 801-92448 1612.000 DAY | 2.00000 3224.00| 2.85000 4594.20| 5.00000 8060.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 1,379,832.65| $ 1,556,837.00| $ 1,623,036.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,379,832.65| $ 1,556,837.00| $ 1,623,036.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,745.00 ROUTE : 231 CALL ORDER : 301 CONTRACT ID : R -27855-A COUNTIES : SPENCER LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/29/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 07530AR SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1284120 KOBERSTEIN TRUCKING INC. $ 10,625.00 100.0000% 2 35-1585012 CRAFTSMAN CONSTRUCTION & SUPPLY INC $ 12,995.00 122.3058% 3 35-1817574 YARDBERRY LANDSCAPE $ 15,500.00 145.8823% 4 35-1801998 CLR, INC. $ 15,980.00 150.4000% 5 20-0740607 SMALL WILSON CONTRACTORS LLC $ 16,245.00 152.8941% 6 30-8027898 BRYAN'S HAULING & EXCAVATING $ 17,439.00 164.1317% 7 35-1874009 HAUER EXCAVATING $ 19,969.00 187.9435% ==================================================================================================================================== |(1) 35-1284120 |(2) 35-1585012 |(3) 35-1817574 |KOBERSTEIN TRUCKING INC. |CRAFTSMAN CONSTRUCTION & SUP|YARDBERRY LANDSCAPE 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| 10000.00000 10000.00| 12140.00000 12140.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0002 621-06559 500.000 SYS | 1.25000 625.00| 1.71000 855.00| 1.00000 500.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 10,625.00| $ 12,995.00| $ 15,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,625.00| $ 12,995.00| $ 15,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,745.00 ROUTE : 231 CALL ORDER : 301 CONTRACT ID : R -27855-A COUNTIES : SPENCER LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1801998 |(5) 20-0740607 |(6) 30-8027898 |CLR, INC. |SMALL WILSON CONTRACTORS LLC|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| 15410.00000 15410.00| 15800.00000 15800.00| 16439.00000 16439.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0002 621-06559 500.000 SYS | 1.14000 570.00| 0.89000 445.00| 2.00000 1000.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 15,980.00| $ 16,245.00| $ 17,439.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,980.00| $ 16,245.00| $ 17,439.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 21,745.00 ROUTE : 231 CALL ORDER : 301 CONTRACT ID : R -27855-A COUNTIES : SPENCER LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1874009 | | |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 202-03000 LUMP| 19044.00000 19044.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 9 | | | 0002 621-06559 500.000 SYS | 1.85000 925.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 19,969.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,969.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 85,345.00 ROUTE : 66 CALL ORDER : 311 CONTRACT ID : R -27906-A COUNTIES : WARRICK LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 05/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 006300D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 47,025.00 100.0000% 2 35-1284120 KOBERSTEIN TRUCKING INC. $ 61,025.00 129.7713% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1284120 | |CLR, INC. |KOBERSTEIN TRUCKING INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION, HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP| 2350.00000 2350.00| 2500.00000 2500.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 6900.00000 6900.00| 9000.00000 9000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 26 | | | 0003 202-03000 LUMP| 21300.00000 21300.00| 24000.00000 24000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 44 | | | 0004 202-03000 LUMP| 11000.00000 11000.00| 22000.00000 22000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 55 | | | 0005 202-03000 LUMP| 4725.00000 4725.00| 1800.00000 1800.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 72 | | | 0006 621-06560 1500.000 SYS | 0.50000 750.00| 1.15000 1725.00| MULCHED SEEDING, U | | | SECTION TOTALS | $ 47,025.00| $ 61,025.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 47,025.00| $ 61,025.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,092,218.90 ROUTE : SR 38 CALL ORDER : 341 CONTRACT ID : RS-27534-B COUNTIES : WAYNE LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 82 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4889010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,123,617.41 100.0000% ==================================================================================================================================== |(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 HMA RESURFACE | | | 0001 105-06845 LUMP| 11000.00000 11000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 11.000 MOS | 1750.00000 19250.00| | 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| 106000.00000 106000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1204.000 TON | 26.00000 31304.00| | COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07490 1196.000 TON | 110.00000 131560.00| | HMA PATCHING, TYPE B | | | 0008 306-08032 6487.000 SYS | 2.10000 13622.70| | MILLING, TRANSITION | | | 0009 306-08042 186629.000 SYS | 0.40000 74651.60| | MILLING, SCARIFICATION/PROFILE | | | 0010 401-06264 LUMP| 2000.00000 2000.00| | PROFILOGRAPH, HMA | | | 0011 401-07327 15397.000 TON | 45.75000 704412.75| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0012 401-07397 20529.000 TON | 38.95000 799604.55| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0013 406-05520 89.000 TON | 195.00000 17355.00| | ASPHALT FOR TACK COAT | | | 0014 610-07487 1460.000 TON | 75.00000 109500.00| | HMA FOR APPROACHES, TYPE B | | | 0015 615-06525 7.000 EACH| 300.00000 2100.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,092,218.90 ROUTE : SR 38 CALL ORDER : 341 CONTRACT ID : RS-27534-B COUNTIES : WAYNE LETTING DATE : 10/19/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 720-44000 14.000 EACH| 400.00000 5600.00| | CASTING, ADJUST TO GRADE | | | 0017 801-06203 7122.000 LFT | 0.24000 1709.28| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0018 801-06207 7122.000 LFT | 1.50000 10683.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 38.000 EACH| 157.00000 5966.00| | CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 63700.00000 63700.00| | MAINTAINING TRAFFIC | | | 0021 808-06712 13175.000 LFT | 0.10000 1317.50| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 113057.000 LFT | 0.09000 10175.13| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 18519.000 LFT | 0.10000 1851.90| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 12.000 LFT | 21.00000 252.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 2,123,617.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,123,617.41| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 765,484.78 ROUTE : SR 1 CALL ORDER : 351 CONTRACT ID : RS-27536-A COUNTIES : WAYNE LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3768012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 793,393.00 100.0000% ==================================================================================================================================== |(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 HMA RESURFACE | | | 0001 105-06845 LUMP| 2000.00000 2000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1998.00000 11988.00| | 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| 39150.00000 39150.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 771.000 TON | 25.00000 19275.00| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0007 304-07491 816.000 TON | 99.00000 80784.00| | HMA PATCHING, TYPE C | | | 0008 306-08033 48128.000 SYS | 0.55000 26470.40| | MILLING, ASPHALT, 1 IN. | | | 0009 306-08043 1777.000 SYS | 1.50000 2665.50| | MILLING, TRANSITION | | | 0010 401-06264 LUMP| 1650.00000 1650.00| | PROFILOGRAPH, HMA | | | 0011 401-07322 3971.000 TON | 48.00000 190608.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0012 401-07338 3786.000 TON | 44.00000 166584.00| | QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | | 0013 401-07392 3710.000 TON | 39.00000 144690.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0014 406-05520 26.000 TON | 218.00000 5668.00| | ASPHALT FOR TACK COAT | | | 0015 606-07484 24443.000 LFT | 0.25000 6110.75| | MILLED HMA SHOULDER CORRUGATIONS , | | | INTERMITTENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 765,484.78 ROUTE : SR 1 CALL ORDER : 351 CONTRACT ID : RS-27536-A COUNTIES : WAYNE LETTING DATE : 10/19/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 610-07488 295.000 TON | 89.00000 26255.00| | HMA FOR APPROACHES, TYPE C | | | 0017 615-06525 3.000 EACH| 335.00000 1005.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0018 720-44000 8.000 EACH| 485.00000 3880.00| | CASTING, ADJUST TO GRADE | | | 0019 801-06203 2153.000 LFT | 0.30000 645.90| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0020 801-06207 2153.000 LFT | 1.75000 3767.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0021 801-06640 19.000 EACH| 120.00000 2280.00| | CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 36597.00000 36597.00| | MAINTAINING TRAFFIC | | | 0023 805-02328 400.000 LFT | 1.90000 760.00| | SIGNAL CABLE, 1C 14GA. | | | 0024 805-78795 100.000 LFT | 13.00000 1300.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06694 3800.000 LFT | 0.50000 1900.00| | LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0026 808-06712 2833.000 LFT | 0.10000 283.30| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0027 808-06713 31829.000 LFT | 0.10000 3182.90| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0028 808-06714 8901.000 LFT | 0.10000 890.10| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0029 808-75078 1124.000 LFT | 1.10000 1236.40| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0030 808-75297 121.000 LFT | 9.00000 1089.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0031 808-75320 9.000 EACH| 65.00000 585.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0032 808-75325 2.000 EACH| 110.00000 220.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0033 808-75996 282.000 EACH| 5.00000 1410.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 765,484.78 ROUTE : SR 1 CALL ORDER : 351 CONTRACT ID : RS-27536-A COUNTIES : WAYNE LETTING DATE : 10/19/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75998 282.000 EACH| 30.00000 8460.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 793,393.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 793,393.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,665.35 ROUTE : 19 CALL ORDER : 361 CONTRACT ID : RS-27538-A COUNTIES : HAMILTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4280001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 364,284.80 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 416,033.12 114.2054% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 429,947.00 118.0249% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 492,000.00 135.0591% ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 1700.00000 1700.00| 1800.00000 1800.00| 2100.00000 2100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 2000.00000 4000.00| 1585.00000 3170.00| 2575.00000 5150.00 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| 17300.00000 17300.00| 21000.00000 21000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 360.000 TON | 28.00000 10080.00| 27.40000 9864.00| 30.00000 10800.00 COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 500.000 TON | 95.00000 47500.00| 156.00000 78000.00| 82.00000 41000.00 HMA PATCHING, TYPE C | | | 0008 306-08032 1848.000 SYS | 1.70000 3141.60| 2.75000 5082.00| 1.75000 3234.00 MILLING, TRANSITION | | | 0009 306-08034 43026.000 SYS | 0.30000 12907.80| 0.90000 38723.40| 0.55000 23664.30 MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08042 23710.000 SYS | 0.30000 7113.00| 0.90000 21339.00| 0.65000 15411.50 MILLING, SCARIFICATION/PROFILE | | | 0011 401-06264 LUMP| 1600.00000 1600.00| 2500.00000 2500.00| 3000.00000 3000.00 PROFILOGRAPH, HMA | | | 0012 401-07322 5477.000 TON | 38.60000 211412.20| 32.40000 177454.80| 44.00000 240988.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0013 406-05520 17.000 TON | 165.00000 2805.00| 190.00000 3230.00| 169.00000 2873.00 ASPHALT FOR TACK COAT | | | 0014 606-07484 21620.000 LFT | 0.17000 3675.40| 0.25000 5405.00| 0.28000 6053.60 MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,665.35 ROUTE : 19 CALL ORDER : 361 CONTRACT ID : RS-27538-A COUNTIES : HAMILTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 31-4351261 |(3) 35-0918397 |E & B PAVING, INC. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-07488 257.000 TON | 80.00000 20560.00| 90.00000 23130.00| 110.00000 28270.00 HMA FOR APPROACHES, TYPE C | | | 0016 615-06525 5.000 EACH| 400.00000 2000.00| 635.00000 3175.00| 340.00000 1700.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 801-01093 6.000 EACH| 300.00000 1800.00| 317.00000 1902.00| 320.00000 1920.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0018 801-06207 1404.000 LFT | 1.25000 1755.00| 1.30000 1825.20| 1.50000 2106.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 23.000 EACH| 72.00000 1656.00| 76.00000 1748.00| 75.00000 1725.00 CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 15636.80000 15636.80 MAINTAINING TRAFFIC | | | 0021 808-06712 3552.000 LFT | 0.10000 355.20| 0.20000 710.40| 0.10000 355.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 31204.000 LFT | 0.10000 3120.40| 0.10000 3120.40| 0.10000 3120.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 1672.000 LFT | 0.10000 167.20| 0.11000 183.92| 0.10000 167.20 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75320 2.000 EACH| 130.00000 260.00| 137.00000 274.00| 135.00000 270.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 2.000 EACH| 187.00000 374.00| 197.00000 394.00| 200.00000 400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 364,284.80| $ 416,033.12| $ 429,947.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 364,284.80| $ 416,033.12| $ 429,947.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,665.35 ROUTE : 19 CALL ORDER : 361 CONTRACT ID : RS-27538-A COUNTIES : HAMILTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP| 3400.00000 3400.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 2.000 MOS | 1850.00000 3700.00| | 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| 4172.80000 4172.80| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 360.000 TON | 49.50000 17820.00| | COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 500.000 TON | 105.00000 52500.00| | HMA PATCHING, TYPE C | | | 0008 306-08032 1848.000 SYS | 4.50000 8316.00| | MILLING, TRANSITION | | | 0009 306-08034 43026.000 SYS | 0.90000 38723.40| | MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08042 23710.000 SYS | 1.10000 26081.00| | MILLING, SCARIFICATION/PROFILE | | | 0011 401-06264 LUMP| 2850.00000 2850.00| | PROFILOGRAPH, HMA | | | 0012 401-07322 5477.000 TON | 48.00000 262896.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0013 406-05520 17.000 TON | 100.00000 1700.00| | ASPHALT FOR TACK COAT | | | 0014 606-07484 21620.000 LFT | 0.35000 7567.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0015 610-07488 257.000 TON | 185.00000 47545.00| | HMA FOR APPROACHES, TYPE C | | | 0016 615-06525 5.000 EACH| 450.00000 2250.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0017 801-01093 6.000 EACH| 315.00000 1890.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0018 801-06207 1404.000 LFT | 1.00000 1404.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0019 801-06640 23.000 EACH| 80.00000 1840.00| | CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 395,665.35 ROUTE : 19 CALL ORDER : 361 CONTRACT ID : RS-27538-A COUNTIES : HAMILTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0021 808-06712 3552.000 LFT | 0.10000 355.20| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 31204.000 LFT | 0.10000 3120.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 1672.000 LFT | 0.10000 167.20| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75320 2.000 EACH| 150.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0025 808-75325 2.000 EACH| 200.00000 400.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 492,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 492,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,001,553.06 ROUTE : 26 CALL ORDER : 371 CONTRACT ID : RS-27539-A COUNTIES : HOWARD LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 3234010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 955,916.52 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,027,039.59 107.4403% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1139301 | |SHELLY & SANDS, 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| 7925.54000 7925.54| 6600.00000 6600.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2219.15000 6657.45| 2300.00000 6900.00| 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| 47000.00000 47000.00| 51250.00000 51250.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1248.000 TON | 14.76000 18420.48| 15.75000 19656.00| COMPACTED AGGREGATE, NO. 53 | | | 0007 304-07491 750.000 TON | 99.00000 74250.00| 95.00000 71250.00| HMA PATCHING, TYPE C | | | 0008 306-08032 16230.000 SYS | 1.45000 23533.50| 1.00000 16230.00| MILLING, TRANSITION | | | 0009 306-08033 796.000 SYS | 30.00000 23880.00| 4.00000 3184.00| MILLING, ASPHALT, 1 IN. | | | 0010 306-08042 122954.000 SYS | 0.50000 61477.00| 1.00000 122954.00| MILLING, SCARIFICATION/PROFILE | | | 0011 401-06264 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| PROFILOGRAPH, HMA | | | 0012 401-07328 13665.000 TON | 36.45000 498089.25| 39.00000 532935.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0013 406-05520 46.000 TON | 172.46000 7933.16| 165.00000 7590.00| ASPHALT FOR TACK COAT | | | 0014 610-07488 1580.000 TON | 68.00000 107440.00| 78.50000 124030.00| HMA FOR APPROACHES, TYPE C | | | 0015 615-06525 3.000 EACH| 200.19000 600.57| 750.00000 2250.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,001,553.06 ROUTE : 26 CALL ORDER : 371 CONTRACT ID : RS-27539-A COUNTIES : HOWARD LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1139301 | |SHELLY & SANDS, INC. |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 720-44000 16.000 EACH| 449.52000 7192.32| 280.00000 4480.00| CASTING, ADJUST TO GRADE | | | 0017 801-06207 4895.000 LFT | 0.66000 3230.70| 1.25000 6118.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 58.000 EACH| 56.01000 3248.58| 55.00000 3190.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 32325.57000 32325.57| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | 0020 805-02328 1600.000 LFT | 0.42000 672.00| 0.42000 672.00| SIGNAL CABLE, 1C 14GA. | | | 0021 805-78795 400.000 LFT | 6.87000 2748.00| 6.83000 2732.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 808-06712 9173.000 LFT | 0.08000 733.84| 0.08000 733.84| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0023 808-06713 93746.000 LFT | 0.08000 7499.68| 0.08000 7499.68| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 39778.000 LFT | 0.08000 3182.24| 0.08000 3182.24| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75297 146.000 LFT | 3.70000 540.20| 3.68000 537.28| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0026 808-75340 2.000 EACH| 369.86000 739.72| 367.50000 735.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0027 808-75996 581.000 EACH| 7.16000 4159.96| 6.00000 3486.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0028 808-75998 581.000 EACH| 17.96000 10434.76| 17.80000 10341.80| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 955,916.52| $ 1,027,039.59| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 955,916.52| $ 1,027,039.59| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,581,217.78 ROUTE : SR 44 CALL ORDER : 381 CONTRACT ID : RS-27543-A COUNTIES : FAYETTE LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0700012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,654,845.13 100.0000% ==================================================================================================================================== |(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 HMA RESURFACE | | | 0001 105-06845 LUMP| 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1500.00000 12000.00| | 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| 82000.00000 82000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 303-01180 1197.000 TON | 24.00000 28728.00| | COMPACTED AGGREGATE, NO. 53 , CRUSHED | | | STONE | | | 0007 304-07491 1082.000 TON | 92.00000 99544.00| | HMA PATCHING, TYPE C | | | 0008 306-08033 134336.000 SYS | 0.83000 111498.88| | MILLING, ASPHALT, 1 IN. | | | 0009 306-08034 1819.000 SYS | 0.95000 1728.05| | MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 4320.000 SYS | 2.25000 9720.00| | MILLING, TRANSITION | | | 0011 401-06264 LUMP| 2000.00000 2000.00| | PROFILOGRAPH, HMA | | | 0012 401-07334 11233.000 TON | 47.75000 536375.75| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0013 401-07403 14777.000 TON | 38.55000 569653.35| | QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0014 406-05520 65.000 TON | 173.00000 11245.00| | ASPHALT FOR TACK COAT | | | 0015 610-07488 910.000 TON | 74.50000 67795.00| | HMA FOR APPROACHES, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,581,217.78 ROUTE : SR 44 CALL ORDER : 381 CONTRACT ID : RS-27543-A COUNTIES : FAYETTE LETTING DATE : 10/19/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06203 6610.000 LFT | 0.35000 2313.50| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 6610.000 LFT | 1.35000 8923.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 32.000 EACH| 100.00000 3200.00| | CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 73390.00000 73390.00| | MAINTAINING TRAFFIC | | | 0020 808-06712 6513.000 LFT | 0.10000 651.30| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 78046.000 LFT | 0.09000 7024.14| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 40049.000 LFT | 0.09000 3604.41| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 30.000 LFT | 11.00000 330.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0024 808-75996 809.000 EACH| 4.75000 3842.75| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-75998 809.000 EACH| 19.50000 15775.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,654,845.13| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,654,845.13| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,920,791.54 ROUTE : SR 42 CALL ORDER : 391 CONTRACT ID : RS-27737-A COUNTIES : PUTNAM MORGAN LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3267005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,750,067.41 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,925,883.92 110.0462% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | 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| 8062.64000 8062.64| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1300.00000 11700.00| 2500.00000 22500.00| 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| 86970.00000 86970.00| 60500.00000 60500.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 120.000 LFT | 3.00000 360.00| 2.70000 324.00| GUARDRAIL, REMOVE | | | 0007 202-93741 15.000 EACH| 125.00000 1875.00| 500.00000 7500.00| GUARD RAIL END TREATMENT, REMOVE | | | 0008 203-02080 0.200 MILE| 4480.00000 896.00| 39546.60000 7909.32| LINEAR GRADING | | | 0009 303-01180 60.000 TON | 27.75000 1665.00| 40.00000 2400.00| COMPACTED AGGREGATE, NO. 53 | | | 0010 303-07449 5500.000 TON | 15.04000 82720.00| 15.00000 82500.00| COMPACTED AGGREGATE, NO. 73 | | | 0011 304-07490 700.000 TON | 79.62000 55734.00| 120.00000 84000.00| HMA PATCHING, TYPE B | | | 0012 306-08034 148032.000 SYS | 0.60000 88819.20| 0.75000 111024.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0013 306-08043 3685.000 SYS | 3.33000 12271.05| 5.00000 18425.00| MILLING, TRANSITION | | | 0014 401-06264 LUMP| 6933.92000 6933.92| 8000.00000 8000.00| PROFILOGRAPH, HMA | | | 0015 401-07321 12417.260 TON | 38.44000 477319.47| 39.75000 493586.09| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,920,791.54 ROUTE : SR 42 CALL ORDER : 391 CONTRACT ID : RS-27737-A COUNTIES : PUTNAM MORGAN LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-07371 16441.000 TON | 34.54000 567872.14| 35.25000 579545.25| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0017 402-07451 943.000 TON | 36.19000 34127.17| 42.50000 40077.50| HMA, TYPE B, WEDGE AND LEVEL | | | 0018 406-05520 77.240 TON | 192.00000 14830.08| 169.00000 13053.56| ASPHALT FOR TACK COAT | | | 0019 406-07772 71461.000 LFT | 0.46000 32872.06| 0.80000 57168.80| EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0020 601-01522 3.000 EACH| 1775.00000 5325.00| 2000.00000 6000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-94689 15.000 EACH| 2300.00000 34500.00| 3000.00000 45000.00| GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 150.000 LFT | 16.00000 2400.00| 15.00000 2250.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0023 601-99133 8.000 EACH| 50.00000 400.00| 125.00000 1000.00| GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0024 604-07894 4.000 SYS | 266.59000 1066.36| 600.00000 2400.00| CURB RAMP, CONCRETE, A | | | 0025 604-07896 16.000 SYS | 91.12000 1457.92| 300.00000 4800.00| CURB RAMP, CONCRETE, B | | | 0026 608-04395 15.000 TON | 54.23000 813.45| 62.00000 930.00| AGGREGATE FOR SHOULDER DRAINS | | | 0027 610-07487 800.000 TON | 59.92000 47936.00| 93.00000 74400.00| HMA FOR APPROACHES, TYPE B | | | 0028 615-06525 20.000 EACH| 200.25000 4005.00| 500.00000 10000.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0029 621-06559 1500.000 SYS | 1.30000 1950.00| 1.40000 2100.00| MULCHED SEEDING, R | | | 0030 801-03290 4.000 EACH| 89.00000 356.00| 90.00000 360.00| CONSTRUCTION SIGN, C | | | 0031 801-06203 14416.000 LFT | 0.19000 2739.04| 0.60000 8649.60| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0032 801-06207 7208.000 LFT | 0.98000 7063.84| 1.20000 8649.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0033 801-06640 38.000 EACH| 79.00000 3002.00| 80.00000 3040.00| CONSTRUCTION SIGN, A | | | 0034 801-06775 LUMP| 78810.40000 78810.40| 80000.00000 80000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,920,791.54 ROUTE : SR 42 CALL ORDER : 391 CONTRACT ID : RS-27737-A COUNTIES : PUTNAM MORGAN LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 808-03631 1648.000 LFT | 0.55000 906.40| 0.56000 922.88| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0036 808-03632 1648.000 LFT | 0.55000 906.40| 0.56000 922.88| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0037 808-06703 144144.000 LFT | 0.23000 33153.12| 0.24000 34594.56| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0038 808-06716 3296.000 LFT | 0.35000 1153.60| 0.36000 1186.56| LINE, REMOVE | | | 0039 808-75240 35468.000 LFT | 0.23000 8157.64| 0.24000 8512.32| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0040 808-75245 99355.000 LFT | 0.23000 22851.65| 0.24000 23845.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75297 300.000 LFT | 3.12000 936.00| 3.25000 975.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0042 808-75996 1178.000 EACH| 4.37000 5147.86| 4.10000 4829.80| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,750,067.41| $ 1,925,883.92| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,750,067.41| $ 1,925,883.92| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,884,875.84 ROUTE : 47 CALL ORDER : 401 CONTRACT ID : RS-27750-A COUNTIES : BOONE LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5206008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,832,057.56 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,891,709.14 103.2559% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,956,439.90 106.7892% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 2,068,000.00 112.8785% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, 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| 7400.00000 7400.00| 7400.00000 7400.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 1690.00000 10140.00| 2400.00000 14400.00 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| 37000.00000 37000.00| 90000.00000 90000.00| 56600.00000 56600.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 116.000 LFT | 2.00000 232.00| 2.00000 232.00| 2.15000 249.40 GUARDRAIL, REMOVE | | | 0007 202-02271 8.000 EACH| 500.00000 4000.00| 440.00000 3520.00| 275.00000 2200.00 HEADWALL, REMOVE | | | 0008 203-02080 1.000 MILE| 10000.00000 10000.00| 9000.00000 9000.00| 16000.00000 16000.00 LINEAR GRADING | | | 0009 303-01180 6309.000 TON | 18.00000 113562.00| 20.00000 126180.00| 31.00000 195579.00 COMPACTED AGGREGATE, NO. 53 | | | 0010 303-07449 3135.000 TON | 18.50000 57997.50| 19.00000 59565.00| 19.35000 60662.25 COMPACTED AGGREGATE, NO. 73 | | | 0013 306-08033 105723.000 SYS | 0.55000 58147.65| 0.85000 89864.55| 0.60000 63433.80 MILLING, ASPHALT, 1 IN. | | | 0014 306-08043 3569.000 SYS | 1.30000 4639.70| 2.80000 9993.20| 1.60000 5710.40 MILLING, TRANSITION | | | 0015 401-06264 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 6000.00000 6000.00 PROFILOGRAPH, HMA | | | 0016 401-07322 10300.000 TON | 39.00000 401700.00| 34.00000 350200.00| 40.00000 412000.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,884,875.84 ROUTE : 47 CALL ORDER : 401 CONTRACT ID : RS-27750-A COUNTIES : BOONE LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 401-07392 17170.000 TON | 33.00000 566610.00| 30.50000 523685.00| 33.85000 581204.50 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0019 405-05517 27.000 TON | 300.00000 8100.00| 180.00000 4860.00| 250.00000 6750.00 ASPHALT FOR PRIME COAT | | | 0020 406-05520 62.000 TON | 170.00000 10540.00| 168.00000 10416.00| 180.00000 11160.00 ASPHALT FOR TACK COAT | | | 0021 406-07772 42663.000 LFT | 0.75000 31997.25| 0.80000 34130.40| 0.80000 34130.40 EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0022 601-01522 12.000 EACH| 1510.00000 18120.00| 1575.00000 18900.00| 1550.00000 18600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01625 1.000 EACH| 1495.00000 1495.00| 1560.00000 1560.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-01846 1.000 EACH| 2050.00000 2050.00| 2130.00000 2130.00| 2075.00000 2075.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-94689 11.000 EACH| 2360.00000 25960.00| 2470.00000 27170.00| 2400.00000 26400.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 838.000 LFT | 12.65000 10600.70| 13.20000 11061.60| 12.95000 10852.10 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 608-04395 10.000 TON | 117.00000 1170.00| 56.00000 560.00| 115.00000 1150.00 AGGREGATE FOR SHOULDER DRAINS | | | 0029 615-06505 4.000 EACH| 550.00000 2200.00| 530.00000 2120.00| 560.00000 2240.00 MONUMENT, B | | | 0030 615-06525 4.000 EACH| 580.00000 2320.00| 635.00000 2540.00| 390.00000 1560.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0031 615-06535 1.000 EACH| 770.00000 770.00| 530.00000 530.00| 500.00000 500.00 BENCH MARK POST, RESET | | | 0032 621-06559 1488.000 SYS | 1.11000 1651.68| 1.37000 2038.56| 1.30000 1934.40 MULCHED SEEDING, R | | | 0033 715-05123 24.000 LFT | 67.00000 1608.00| 105.00000 2520.00| 100.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0034 715-05595 12.000 LFT | 131.00000 1572.00| 165.00000 1980.00| 65.00000 780.00 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0035 715-05596 36.000 LFT | 52.00000 1872.00| 115.00000 4140.00| 85.00000 3060.00 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0036 715-05597 18.000 LFT | 100.00000 1800.00| 135.00000 2430.00| 62.00000 1116.00 PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0037 715-46010 2.000 EACH| 239.00000 478.00| 400.00000 800.00| 300.00000 600.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,884,875.84 ROUTE : 47 CALL ORDER : 401 CONTRACT ID : RS-27750-A COUNTIES : BOONE LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-46015 6.000 EACH| 273.00000 1638.00| 455.00000 2730.00| 320.00000 1920.00 PIPE END SECTION, 21 IN. | | | 0039 715-46020 1.000 EACH| 411.00000 411.00| 690.00000 690.00| 335.00000 335.00 PIPE END SECTION, 24 IN. | | | 0040 801-03290 4.000 EACH| 90.00000 360.00| 116.18000 464.72| 265.00000 1060.00 CONSTRUCTION SIGN, C | | | 0041 801-06203 8561.000 LFT | 0.20000 1712.20| 0.80000 6848.80| 0.20000 1712.20 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 4281.000 LFT | 0.75000 3210.75| 1.35000 5779.35| 0.90000 3852.90 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06640 34.000 EACH| 80.00000 2720.00| 83.50000 2839.00| 80.00000 2720.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 50000.00000 50000.00| 45000.00000 45000.00| 61600.00000 61600.00 MAINTAINING TRAFFIC | | | 0045 808-03631 126.000 LFT | 7.50000 945.00| 8.00000 1008.00| 4.25000 535.50 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0046 808-04723 384.000 LFT | 3.30000 1267.20| 2.10000 806.40| 8.50000 3264.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 4 | | | IN. | | | 0047 808-04896 63.000 LFT | 7.50000 472.50| 8.00000 504.00| 4.25000 267.75 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0048 808-06703 85955.000 LFT | 0.24000 20629.20| 0.22000 18910.10| 0.25000 21488.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0049 808-75240 9729.000 LFT | 0.24000 2334.96| 0.33000 3210.57| 0.25000 2432.25 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 16093.000 LFT | 0.24000 3862.32| 0.23000 3701.39| 0.25000 4023.25 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0051 808-75297 24.000 LFT | 11.00000 264.00| 2.65000 63.60| 10.00000 240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0052 808-75996 614.000 EACH| 4.45000 2732.30| 6.35000 3898.90| 3.20000 1964.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 304-07490 1047.000 TON | 65.00000 68055.00| 97.50000 102082.50| 98.00000 102606.00 HMA PATCHING, TYPE B | | | 0054 304-07493 3135.000 TON | 65.45000 205185.75| 66.30000 207850.50| 41.85000 131199.75 WIDENING WITH HMA, TYPE B | | | 0055 402-07451 393.000 TON | 41.75000 16407.75| 36.00000 14148.00| 34.50000 13558.50 HMA, TYPE B, WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,884,875.84 ROUTE : 47 CALL ORDER : 401 CONTRACT ID : RS-27750-A COUNTIES : BOONE LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 610-07487 589.000 TON | 87.35000 51449.15| 100.00000 58900.00| 90.00000 53010.00 HMA FOR APPROACHES, TYPE B | | | 0057 621-01004 1.000 EACH| 305.00000 305.00| 105.00000 105.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,832,057.56| $ 1,891,709.14| $ 1,956,439.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,832,057.56| $ 1,891,709.14| $ 1,956,439.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 401 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,884,875.84 ROUTE : 47 CALL ORDER : 401 CONTRACT ID : RS-27750-A COUNTIES : BOONE LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. 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| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| | 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| 100000.00000 100000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 116.000 LFT | 2.00000 232.00| | GUARDRAIL, REMOVE | | | 0007 202-02271 8.000 EACH| 500.00000 4000.00| | HEADWALL, REMOVE | | | 0008 203-02080 1.000 MILE| 3800.00000 3800.00| | LINEAR GRADING | | | 0009 303-01180 6309.000 TON | 16.25000 102521.25| | COMPACTED AGGREGATE, NO. 53 | | | 0010 303-07449 3135.000 TON | 17.00000 53295.00| | COMPACTED AGGREGATE, NO. 73 | | | 0013 306-08033 105723.000 SYS | 0.53000 56033.19| | MILLING, ASPHALT, 1 IN. | | | 0014 306-08043 3569.000 SYS | 2.21000 7887.49| | MILLING, TRANSITION | | | 0015 401-06264 LUMP| 1000.00000 1000.00| | PROFILOGRAPH, HMA | | | 0016 401-07322 10300.000 TON | 43.00000 442900.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0017 401-07392 17170.000 TON | 37.00000 635290.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0019 405-05517 27.000 TON | 200.00000 5400.00| | ASPHALT FOR PRIME COAT | | | 0020 406-05520 62.000 TON | 200.00000 12400.00| | ASPHALT FOR TACK COAT | | | 0021 406-07772 42663.000 LFT | 0.75000 31997.25| | EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0022 601-01522 12.000 EACH| 1495.00000 17940.00| | GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 401 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,884,875.84 ROUTE : 47 CALL ORDER : 401 CONTRACT ID : RS-27750-A COUNTIES : BOONE LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 601-01625 1.000 EACH| 1480.00000 1480.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-01846 1.000 EACH| 2020.00000 2020.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-94689 11.000 EACH| 2335.00000 25685.00| | GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 838.000 LFT | 12.50000 10475.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 608-04395 10.000 TON | 40.00000 400.00| | AGGREGATE FOR SHOULDER DRAINS | | | 0029 615-06505 4.000 EACH| 550.00000 2200.00| | MONUMENT, B | | | 0030 615-06525 4.000 EACH| 500.00000 2000.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0031 615-06535 1.000 EACH| 475.00000 475.00| | BENCH MARK POST, RESET | | | 0032 621-06559 1488.000 SYS | 1.20000 1785.60| | MULCHED SEEDING, R | | | 0033 715-05123 24.000 LFT | 77.00000 1848.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0034 715-05595 12.000 LFT | 95.00000 1140.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0035 715-05596 36.000 LFT | 66.00000 2376.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0036 715-05597 18.000 LFT | 90.00000 1620.00| | PIPE EXTENSION, CIRCULAR, 24 IN. | | | 0037 715-46010 2.000 EACH| 640.00000 1280.00| | PIPE END SECTION, 18 IN. | | | 0038 715-46015 6.000 EACH| 700.00000 4200.00| | PIPE END SECTION, 21 IN. | | | 0039 715-46020 1.000 EACH| 700.00000 700.00| | PIPE END SECTION, 24 IN. | | | 0040 801-03290 4.000 EACH| 250.00000 1000.00| | CONSTRUCTION SIGN, C | | | 0041 801-06203 8561.000 LFT | 0.01000 85.61| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 4281.000 LFT | 1.00000 4281.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 401 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,884,875.84 ROUTE : 47 CALL ORDER : 401 CONTRACT ID : RS-27750-A COUNTIES : BOONE LETTING DATE : 10/19/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 | | |CALUMET ASPHALT PAVING CO. I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 801-06640 34.000 EACH| 75.00000 2550.00| | CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 60450.24000 60450.24| | MAINTAINING TRAFFIC | | | 0045 808-03631 126.000 LFT | 4.10000 516.60| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0046 808-04723 384.000 LFT | 8.34000 3202.56| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 4 | | | IN. | | | 0047 808-04896 63.000 LFT | 4.10000 258.30| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0048 808-06703 85955.000 LFT | 0.23000 19769.65| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0049 808-75240 9729.000 LFT | 0.23000 2237.67| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0050 808-75245 16093.000 LFT | 0.23000 3701.39| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0051 808-75297 24.000 LFT | 10.00000 240.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0052 808-75996 614.000 EACH| 6.30000 3868.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 304-07490 1047.000 TON | 92.00000 96324.00| | HMA PATCHING, TYPE B | | | 0054 304-07493 3135.000 TON | 80.00000 250800.00| | WIDENING WITH HMA, TYPE B | | | 0055 402-07451 393.000 TON | 38.00000 14934.00| | HMA, TYPE B, WEDGE AND LEVEL | | | 0056 610-07487 589.000 TON | 82.00000 48298.00| | HMA FOR APPROACHES, TYPE B | | | 0057 621-01004 1.000 EACH| 300.00000 300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,068,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,068,000.00| | ====================================================================================================================================