INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 151 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 89,111.23 ROUTE : 26 CALL ORDER : 151 CONTRACT ID : R -27675-A COUNTIES : TIPPECANOE LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/26/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2103617 BRYAN'S HAULING & EXCAVATING $ 48,023.50 100.0000% 2 35-1874009 HAUER EXCAVATING $ 61,693.00 128.4642% 3 35-1817574 YARDBERRY LANDSCAPE $ 79,810.00 166.1895% 4 35-1636776 LINKEL COMPANY $ 367,050.00 764.3133% ==================================================================================================================================== |( 1 ) 35-2103617 |( 2 ) 35-1874009 |( 3 ) 35-1817574 |BRYAN'S HAULING & EXCAVATING |HAUER EXCAVATING |YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP | 1500.00000 1500.00| 2999.90000 2999.90| 3800.00000 3800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 15000.00000 15000.00| 21500.00000 21500.00| 8500.00000 8500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0003 202-03000 LUMP | 0.00000 0.00| 100.00000 100.00| 4000.00000 4000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 36 | | | 0004 202-03000 LUMP | 6500.00000 6500.00| 16900.00000 16900.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0005 202-03000 LUMP | 6500.00000 6500.00| 12400.00000 12400.00| 7000.00000 7000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0006 202-03135 4721.000 SFT | 3.50000 16523.50| 1.10000 5193.10| 10.00000 47210.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0007 621-06559 2000.000 SYS | 1.00000 2000.00| 1.30000 2600.00| 0.65000 1300.00 MULCHED SEEDING, R | | | SECTION TOTALS | $ 48,023.50| $ 61,693.00| $ 79,810.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 48,023.50| $ 61,693.00| $ 79,810.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 151 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 89,111.23 ROUTE : 26 CALL ORDER : 151 CONTRACT ID : R -27675-A COUNTIES : TIPPECANOE LETTING DATE : 04/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION OF HOUSES AND BUILDINGS | | | 0001 110-01001 LUMP | 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 19 | | | 0003 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 36 | | | 0004 202-03000 LUMP | 25000.00000 25000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 4 | | | 0005 202-03000 LUMP | 16000.00000 16000.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 42 | | | 0006 202-03135 4721.000 SFT | 50.00000 236050.00| | REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0007 621-06559 2000.000 SYS | 10.00000 20000.00| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 367,050.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 367,050.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 155 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,704,480.00 ROUTE : CALL ORDER : 155 CONTRACT ID : R -27740-B COUNTIES : DEARBORN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 1,467,104.60 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,555,963.83 106.0568% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,684,436.00 114.8136% ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 31-1323837 |( 3 ) 35-1357381 |BEATY CONSTRUCTION, INC. |SUNESIS CONSTRUCTION COMPANY |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, PEDESTRIAN/BIKE FACILITY | | | 0001 105-06845 LUMP | 30000.00000 30000.00| 43000.00000 43000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1400.00000 8400.00| 1350.00000 8100.00 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 | 73355.00000 73355.00| 23205.33000 23205.33| 84000.00000 84000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 29342.00000 29342.00| 130000.00000 130000.00| 59000.00000 59000.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 1607.000 m3 | 10.00000 16070.00| 51.00000 81957.00| 29.00000 46603.00 EXCAVATION, COMMON | | | 0008 203-02070 2845.000 m3 | 17.25000 49076.25| 27.00000 76815.00| 30.00000 85350.00 BORROW | | | 0009 205-06937 4058.000 m | 4.75000 19275.50| 5.00000 20290.00| 5.95000 24145.10 TEMPORARY SILT FENCE | | | 0010 211-07454 10.000 m3 | 85.00000 850.00| 140.00000 1400.00| 39.00000 390.00 STRUCTURE BACKFILL | | | 0011 301-07448 3673.000 Mg | 24.25000 89070.25| 36.00000 132228.00| 17.00000 62441.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 303-04853 475.000 Mg | 20.25000 9618.75| 32.00000 15200.00| 17.00000 8075.00 COMPACTED AGGREGATE . NO. 2, BASE | | | 0013 306-08043 130.000 m2 | 15.25000 1982.50| 18.00000 2340.00| 20.00000 2600.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 155 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,704,480.00 ROUTE : CALL ORDER : 155 CONTRACT ID : R -27740-B COUNTIES : DEARBORN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 31-1323837 |( 3 ) 35-1357381 |BEATY CONSTRUCTION, INC. |SUNESIS CONSTRUCTION COMPANY |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 402-07432 965.000 Mg | 56.00000 54040.00| 65.00000 62725.00| 53.00000 51145.00 HMA SURFACE, TYPE A | | | 0015 402-07435 1611.000 Mg | 48.00000 77328.00| 57.00000 91827.00| 45.00000 72495.00 HMA INTERMEDIATE, TYPE A | | | 0016 405-05517 17.000 Mg | 275.00000 4675.00| 450.00000 7650.00| 5.00000 85.00 ASPHALT FOR PRIME COAT | | | 0017 406-05520 3.000 Mg | 225.00000 675.00| 350.00000 1050.00| 250.00000 750.00 ASPHALT FOR TACK COAT | | | 0018 603-03829 37.000 m | 465.00000 17205.00| 550.00000 20350.00| 400.00000 14800.00 FENCE , 1230 mm | | | 0019 611-03671 1.000 EACH | 875.00000 875.00| 850.00000 850.00| 1100.00000 1100.00 TRASH RECEPTACLE | | | 0020 615-06496 7.000 EACH | 175.00000 1225.00| 66.00000 462.00| 85.00000 595.00 PARKING BARRIER | | | 0021 616-02320 283.000 m2 | 3.00000 849.00| 4.00000 1132.00| 2.25000 636.75 GEOTEXTILES | | | 0022 616-06405 211.000 Mg | 27.00000 5697.00| 42.00000 8862.00| 27.00000 5697.00 RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH | 675.00000 1350.00| 755.00000 1510.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-02770 3145.000 m2 | 1.75000 5503.75| 1.50000 4717.50| 1.75000 5503.75 EROSION CONTROL BLANKET | | | 0025 621-03787 1.000 kg | 55.00000 55.00| 60.00000 60.00| 54.00000 54.00 SEED MIXTURE, D | | | 0026 621-04258 1.000 kg | 550.00000 550.00| 600.00000 600.00| 500.00000 500.00 SEED MIXTURE , DW | | | 0027 621-06559 6244.000 m2 | 0.40000 2497.60| 0.50000 3122.00| 0.39000 2435.16 MULCHED SEEDING, R | | | 0028 622-05654 26.000 EACH | 8.50000 221.00| 15.00000 390.00| 9.00000 234.00 PLANT, PERENNIAL ,AC, 102 mm POT | | | 0029 701-01840 20.000 m | 335.00000 6700.00| 536.00000 10720.00| 539.00000 10780.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0030 701-01849 278.000 m | 185.00000 51430.00| 241.00000 66998.00| 439.00000 122042.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0031 702-51005 58.000 m3 | 1200.00000 69600.00| 1254.00000 72732.00| 839.00000 48662.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 155 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,704,480.00 ROUTE : CALL ORDER : 155 CONTRACT ID : R -27740-B COUNTIES : DEARBORN LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 31-1323837 |( 3 ) 35-1357381 |BEATY CONSTRUCTION, INC. |SUNESIS CONSTRUCTION COMPANY |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 703-51030 3594.000 kg | 2.50000 8985.00| 2.50000 8985.00| 2.50000 8985.00 REINFORCING STEEL | | | 0033 704-04850 211.000 m2 | 105.00000 22155.00| 57.00000 12027.00| 64.00000 13504.00 CONCRETE , 100 mm, COLORED | | | 0034 711-96800 72.000 EACH | 5.50000 396.00| 12.00000 864.00| 54.00000 3888.00 STUD SHEAR CONNECTOR | | | 0035 712-03812 1.000 EACH | 1500.00000 1500.00| 1900.00000 1900.00| 2184.00000 2184.00 BENCH , 1830 mm | | | 0036 712-08257 LUMP | 712881.00000 712881.00| 599900.00000 599900.00| 857815.00000 857815.00 PREFABRICATED BRIDGE | | | 0037 714-05562 45.000 m2 | 765.00000 34425.00| 359.00000 16155.00| 439.00000 19755.00 RETAINING WALL | | | 0038 715-05119 5.000 m | 150.00000 750.00| 100.00000 500.00| 79.00000 395.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0039 715-46005 2.000 EACH | 360.00000 720.00| 200.00000 400.00| 175.00000 350.00 PIPE END SECTION, 375 mm | | | 0040 801-06775 LUMP | 37000.00000 37000.00| 5200.00000 5200.00| 15767.24000 15767.24 MAINTAINING TRAFFIC | | | 0041 802-04314 3.000 EACH | 1200.00000 3600.00| 1000.00000 3000.00| 1695.00000 5085.00 SIGN , MARKER | | | 0042 802-04314 1.000 EACH | 9000.00000 9000.00| 11000.00000 11000.00| 7389.00000 7389.00 SIGN , TRAILHEAD | | | 0043 802-05701 49.000 m | 39.00000 1911.00| 47.00000 2303.00| 42.00000 2058.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0044 802-76025 4.000 m2 | 340.00000 1360.00| 411.00000 1644.00| 369.00000 1476.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0045 808-08258 78.000 m | 8.50000 663.00| 10.00000 780.00| 8.00000 624.00 TRANSVERSE MARKINGS , THERMOPLASTIC, | | | SOLID, WHITE, | | | 0046 808-75297 10.000 m | 47.50000 475.00| 53.00000 530.00| 44.00000 440.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0047 808-97664 1.000 EACH | 165.00000 165.00| 181.00000 181.00| 150.00000 150.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | SECTION TOTALS | $ 1,467,104.60| $ 1,555,963.83| $ 1,684,436.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,467,104.60| $ 1,555,963.83| $ 1,684,436.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 161 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : STATE ROAD 46 CALL ORDER : 161 CONTRACT ID : R -27850-A COUNTIES : MONROE LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 CALENDAR DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 137,302.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-1625197 SELGE CONSTRUCTION CO. INC. $ 3,394,376.31 100.0000% 2 35-1185040 NIBLOCK EXCAVATING, INC. $ 3,619,848.23 106.6425% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,777,224.59 111.2789% 4 35-1489621 HRP CONSTRUCTION, INC. $ 3,841,474.89 113.1717% 5 35-1120685 WALSH & KELLY INC $ 3,990,751.03 117.5695% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 3,996,907.21 117.7509% ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |SELGE CONSTRUCTION CO. INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 30500.00000 30500.00| 35000.00000 35000.00| 76500.00000 76500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1500.00000 27000.00| 1525.00000 27450.00| 1400.00000 25200.00 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 | 168675.00000 168675.00| 90000.00000 90000.00| 200.00000 200.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 67000.00000 67000.00| 71000.00000 71000.00| 226500.00000 226500.00 CLEARING RIGHT OF WAY | | | 0007 202-03000 LUMP | 6325.00000 6325.00| 4300.00000 4300.00| 6325.00000 6325.00 HOUSES AND BUILDINGS, REMOVE | | | 0008 203-02000 7416.000 m3 | 12.20000 90475.20| 5.00000 37080.00| 21.20000 157219.20 EXCAVATION, COMMON | | | 0009 203-02070 1000.000 m3 | 11.30000 11300.00| 12.50000 12500.00| 14.44000 14440.00 BORROW | | | 0010 203-04523 LUMP | 197900.00000 197900.00| 215000.00000 215000.00| 220000.00000 220000.00 DEWATERING SANITARY SEWER SYSTEM | | | 0011 203-04523 LUMP | 28000.00000 28000.00| 70000.00000 70000.00| 40000.00000 40000.00 DEWATERING STORM SEWER SYSTEM AND CREEK | | | CROSSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |SELGE CONSTRUCTION CO. INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06937 2488.000 m | 4.05000 10076.40| 4.25000 10574.00| 4.05000 10076.40 TEMPORARY SILT FENCE | | | 0013 207-08268 26845.000 m2 | 9.35000 251000.75| 11.42000 306569.90| 13.00000 348985.00 SUBGRADE TREATMENT, TYPE IV | | | 0014 210-06902 1.000 EACH | 75500.00000 75500.00| 115000.00000 115000.00| 156000.00000 156000.00 PUMP STATION, SANITARY, | | | 0015 210-07224 1.000 EACH | 3000.00000 3000.00| 2400.00000 2400.00| 6000.00000 6000.00 VIDEO | | | 0016 210-07314 52.000 m | 95.00000 4940.00| 72.00000 3744.00| 50.00000 2600.00 FORCE MAIN | | | 0018 211-07454 4011.000 m3 | 0.01000 40.11| 8.50000 34093.50| 6.00000 24066.00 STRUCTURE BACKFILL | | | 0019 301-07448 1254.000 Mg | 19.75000 24766.50| 22.25000 27901.50| 20.00000 25080.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 303-01180 105.000 Mg | 24.00000 2520.00| 25.00000 2625.00| 20.00000 2100.00 COMPACTED AGGREGATE, NO. 53 SLAG OR | | | LIMESTONE | | | 0021 303-07662 736.000 Mg | 92.00000 67712.00| 90.50000 66608.00| 85.00000 62560.00 STONE GLACIAL | | | 0022 304-07783 37.000 Mg | 85.00000 3145.00| 70.00000 2590.00| 85.00000 3145.00 HMA PATCHING, TYPE D | | | 0023 401-06264 LUMP | 4650.00000 4650.00| 3000.00000 3000.00| 1950.00000 1950.00 PROFILOGRAPH, HMA | | | 0024 401-07335 2209.000 Mg | 50.00000 110450.00| 51.00000 112659.00| 50.00000 110450.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0025 401-07404 3511.000 Mg | 39.35000 138157.85| 40.85000 143424.35| 39.35000 138157.85 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0026 401-07409 17261.000 Mg | 33.00000 569613.00| 36.15000 623985.15| 33.00000 569613.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0027 405-05517 43.000 Mg | 0.01000 0.43| 0.01000 0.43| 0.01000 0.43 ASPHALT FOR PRIME COAT | | | 0028 406-05520 27.600 Mg | 150.00000 4140.00| 340.00000 9384.00| 150.00000 4140.00 ASPHALT FOR TACK COAT | | | 0029 601-94689 4.000 EACH | 2175.00000 8700.00| 2350.00000 9400.00| 2175.00000 8700.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH | 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 179.070 m | 47.20000 8452.10| 51.00000 9132.57| 47.20000 8452.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |SELGE CONSTRUCTION CO. INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 603-04847 1.000 EACH | 1400.00000 1400.00| 1500.00000 1500.00| 1400.00000 1400.00 FENCE GATE | | | 0033 603-92636 58.000 m | 131.00000 7598.00| 141.50000 8207.00| 131.00000 7598.00 FENCE, CHAIN LINK, 1830 mm | | | 0034 604-07900 70.000 m2 | 109.00000 7630.00| 60.00000 4200.00| 122.50000 8575.00 CURB RAMP, CONCRETE, F MODIFIED | | | 0035 604-07902 205.000 m2 | 95.00000 19475.00| 83.50000 17117.50| 130.00000 26650.00 CURB RAMP, CONCRETE, H | | | 0036 604-91531 2720.000 m2 | 33.80000 91936.00| 29.10000 79152.00| 29.75000 80920.00 SIDEWALK, CONCRETE, 100 mm | | | 0037 605-06140 1435.000 m | 29.80000 42763.00| 41.75000 59911.25| 26.00000 37310.00 CURB AND GUTTER, CONCRETE | | | 0038 611-05330 2296.000 m2 | 43.65000 100220.40| 37.85000 86903.60| 35.00000 80360.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0039 611-06497 22.000 EACH | 195.00000 4290.00| 140.00000 3080.00| 133.00000 2926.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 31.000 EACH | 108.00000 3348.00| 115.00000 3565.00| 108.00000 3348.00 RIGHT OF WAY MARKER | | | 0041 615-06505 6.000 EACH | 500.00000 3000.00| 540.00000 3240.00| 500.00000 3000.00 MONUMENT, B | | | 0042 615-06530 1.000 EACH | 600.00000 600.00| 650.00000 650.00| 600.00000 600.00 POST, BENCHMARK | | | 0043 616-02320 1053.000 m2 | 1.85000 1948.05| 5.50000 5791.50| 2.00000 2106.00 GEOTEXTILES | | | 0044 616-06405 295.000 Mg | 38.00000 11210.00| 106.00000 31270.00| 75.00000 22125.00 RIPRAP, REVETMENT GROUTED | | | 0045 621-01004 6.000 EACH | 325.00000 1950.00| 750.00000 4500.00| 325.00000 1950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 1.200 Mg | 715.00000 858.00| 770.00000 924.00| 715.00000 858.00 FERTILIZER | | | 0047 621-06554 255.000 kg | 8.66000 2208.30| 9.35000 2384.25| 8.66000 2208.30 SEED MIXTURE, U | | | 0048 621-06565 6.000 Mg | 546.00000 3276.00| 590.00000 3540.00| 546.00000 3276.00 MULCHING MATERIAL | | | 0049 621-06570 1325.000 m3 | 0.01000 13.25| 1.00000 1325.00| 26.06000 34529.50 TOP SOIL | | | 0050 622-05649 14.000 EACH | 235.00000 3290.00| 250.00000 3500.00| 235.00000 3290.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm NATIVE SPECIES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |SELGE CONSTRUCTION CO. INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 706-91664 56.500 m | 320.00000 18080.00| 345.00000 19492.50| 320.00000 18080.00 PIPE RAILING | | | 0053 715-03025 4.000 EACH | 5200.00000 20800.00| 5000.00000 20000.00| 7000.00000 28000.00 SANITARY MANHOLE DOUBLE DROP, W/ CASTIN | | | 0054 715-03025 3.000 EACH | 4500.00000 13500.00| 3825.00000 11475.00| 5000.00000 15000.00 SANITARY MANHOLE DROP, W/ CASTING | | | 0055 715-03025 16.000 EACH | 2050.00000 32800.00| 3175.00000 50800.00| 3000.00000 48000.00 SANITARY MANHOLE W/ CASTING | | | 0056 715-04629 1.000 EACH | 10000.00000 10000.00| 30550.00000 30550.00| 8000.00000 8000.00 PIPE ARCH, REMOVE, 5400 mm X 2690 mm | | | 0057 715-05024 7.600 m | 220.00000 1672.00| 240.00000 1824.00| 170.00000 1292.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0058 715-05059 LUMP | 4500.00000 4500.00| 7900.00000 7900.00| 5000.00000 5000.00 SEWER , SANITARY APPROVAL AND TESTING | | | 0059 715-05149 623.500 m | 101.00000 62973.50| 57.00000 35539.50| 52.00000 32422.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05151 129.500 m | 104.50000 13532.75| 77.00000 9971.50| 56.00000 7252.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05152 90.500 m | 112.00000 10136.00| 86.75000 7850.88| 62.00000 5611.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0062 715-05154 139.000 m | 123.50000 17166.50| 100.00000 13900.00| 79.00000 10981.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0063 715-05156 202.500 m | 178.00000 36045.00| 180.00000 36450.00| 98.00000 19845.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0064 715-05408 137.000 m | 112.00000 15344.00| 56.25000 7706.25| 54.00000 7398.00 PIPE, SANITARY SEWER, 200 mm | | | 0065 715-05409 222.000 m | 124.00000 27528.00| 75.00000 16650.00| 69.00000 15318.00 PIPE, SANITARY SEWER, 250 mm | | | 0066 715-05411 378.000 m | 138.50000 52353.00| 115.00000 43470.00| 80.00000 30240.00 PIPE, SANITARY SEWER, 300 mm | | | 0067 715-05413 978.000 m | 207.50000 202935.00| 180.00000 176040.00| 130.00000 127140.00 PIPE, SANITARY SEWER, 450 mm | | | 0068 715-05413 15.000 m | 354.00000 5310.00| 297.00000 4455.00| 190.00000 2850.00 PIPE, SANITARY SEWER, 450 mm DUCTILE | | | IRON | | | 0069 715-05415 42.000 m | 277.00000 11634.00| 242.50000 10185.00| 190.00000 7980.00 PIPE, SANITARY SEWER, 600 mm | | | 0070 715-05711 225.000 m | 97.00000 21825.00| 51.50000 11587.50| 38.00000 8550.00 PIPE, SANITARY SEWER, 150 mm FOR | | | SERVICE LATERALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |SELGE CONSTRUCTION CO. INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-46005 1.000 EACH | 400.00000 400.00| 600.00000 600.00| 450.00000 450.00 PIPE END SECTION, 375 mm | | | 0072 715-97687 1.000 EACH | 3850.00000 3850.00| 6100.00000 6100.00| 3600.00000 3600.00 GRATED BOX END SECTION, I, 4:1, 600 mm | | | 0073 715-97692 1.000 EACH | 5850.00000 5850.00| 8575.00000 8575.00| 5900.00000 5900.00 GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0074 716-98960 15.000 m | 859.00000 12885.00| 1235.00000 18525.00| 1100.00000 16500.00 CASING, STEEL 10 MM W/SPACERS, JACKED | | | AND BORED | | | 0075 720-01091 13.000 EACH | 1225.00000 15925.00| 2100.00000 27300.00| 3100.00000 40300.00 MANHOLE, C10, MODIFIED | | | 0076 720-01092 4.000 EACH | 1850.00000 7400.00| 3175.00000 12700.00| 4100.00000 16400.00 MANHOLE, J15, MODIFIED | | | 0077 720-04596 5.000 EACH | 1450.00000 7250.00| 2750.00000 13750.00| 3850.00000 19250.00 MANHOLE, J-10 MODIFIED | | | 0078 720-45145 18.000 EACH | 1020.00000 18360.00| 1325.00000 23850.00| 2500.00000 45000.00 INLET, J10, MODIFIED | | | 0079 720-45155 4.000 EACH | 1020.00000 4080.00| 1550.00000 6200.00| 2500.00000 10000.00 INLET, M10, MODIFIED | | | 0080 720-45250 2.000 EACH | 1250.00000 2500.00| 1725.00000 3450.00| 2800.00000 5600.00 CATCH BASIN, K10 | | | 0081 720-93409 5.000 EACH | 1500.00000 7500.00| 2125.00000 10625.00| 3200.00000 16000.00 INLET, B15, MODIFIED | | | 0082 720-98555 1.000 EACH | 1500.00000 1500.00| 2040.00000 2040.00| 3200.00000 3200.00 INLET, C15 | | | 0083 723-06660 139.900 m2 | 315.00000 44068.50| 720.00000 100728.00| 420.00000 58758.00 WINGWALL | | | 0084 723-08327 58.520 m | 4536.00000 265446.72| 5225.00000 305767.00| 4725.00000 276507.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2740 mm | | | 0085 732-04837 17.000 EACH | 30.00000 510.00| 65.00000 1105.00| 30.00000 510.00 PLUG SANITARY SEWER, 150 MM | | | 0086 732-04837 12.000 EACH | 40.00000 480.00| 135.00000 1620.00| 50.00000 600.00 PLUG SANITARY SEWER, 200 MM | | | 0087 732-04837 2.000 EACH | 140.00000 280.00| 380.00000 760.00| 100.00000 200.00 PLUG SANITARY SEWER, 300 MM | | | 0088 732-04837 2.000 EACH | 500.00000 1000.00| 760.00000 1520.00| 175.00000 350.00 PLUG SANITARY SEWER, 450 MM | | | 0089 732-04837 2.000 EACH | 675.00000 1350.00| 975.00000 1950.00| 250.00000 500.00 PLUG SANITARY SEWER, 600 MM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |SELGE CONSTRUCTION CO. INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 732-07653 2170.000 Mg | 13.25000 28752.50| 25.00000 54250.00| 18.00000 39060.00 COARSE AGGREGATE, NO. 8 | | | 0091 801-04308 16.000 EACH | 295.00000 4720.00| 320.00000 5120.00| 295.00000 4720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06625 46.000 EACH | 65.00000 2990.00| 70.00000 3220.00| 65.00000 2990.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 30.000 EACH | 110.00000 3300.00| 115.00000 3450.00| 110.00000 3300.00 CONSTRUCTION SIGN, A | | | 0094 801-06775 LUMP | 10000.00000 10000.00| 8100.00000 8100.00| 140000.00000 140000.00 MAINTAINING TRAFFIC | | | 0095 801-07118 57.600 m | 49.00000 2822.40| 53.00000 3052.80| 49.00000 2822.40 BARRICADE, III-A | | | 0096 801-07119 57.600 m | 50.00000 2880.00| 54.00000 3110.40| 50.00000 2880.00 BARRICADE, III-B | | | 0097 802-05702 16.000 m | 20.00000 320.00| 43.00000 688.00| 39.73000 635.68 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0098 802-76025 5.000 m2 | 115.00000 575.00| 185.00000 925.00| 172.14000 860.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0099 802-76035 2.000 m2 | 135.00000 270.00| 185.00000 370.00| 172.14000 344.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0100 802-76045 3.000 m2 | 150.00000 450.00| 205.00000 615.00| 190.00000 570.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0101 805-01815 2.000 EACH | 1525.00000 3050.00| 2100.00000 4200.00| 1950.00000 3900.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0102 805-01879 1.000 EACH | 550.00000 550.00| 945.00000 945.00| 875.00000 875.00 SIGNAL SERVICE | | | 0103 805-06592 65.000 m | 30.00000 1950.00| 35.00000 2275.00| 32.21000 2093.65 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0104 805-06834 1.000 EACH | 33850.00000 33850.00| 9840.00000 9840.00| 9112.50000 9112.50 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0105 805-06886 1.000 EACH | 33500.00000 33500.00| 29500.00000 29500.00| 27400.00000 27400.00 VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0106 805-78205 4.000 EACH | 800.00000 3200.00| 630.00000 2520.00| 582.00000 2328.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |SELGE CONSTRUCTION CO. INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0107 805-78230 4.000 EACH | 1300.00000 5200.00| 1045.00000 4180.00| 968.00000 3872.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0108 805-78415 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1405.00000 1405.00 SPAN, CATENARY, AND TETHER | | | 0109 805-78420 1.000 EACH | 200.00000 200.00| 190.00000 190.00| 175.00000 175.00 DISCONNECT HANGER | | | 0110 805-78467 70.000 m | 5.00000 350.00| 5.10000 357.00| 4.73000 331.10 SIGNAL CABLE, 3C 8GA. | | | 0111 805-78485 140.000 m | 4.00000 560.00| 5.50000 770.00| 5.10000 714.00 SIGNAL CABLE, 5C 14GA. | | | 0112 805-78490 141.000 m | 4.25000 599.25| 5.65000 796.65| 5.25000 740.25 SIGNAL CABLE, 7C 14GA. | | | 0113 805-78925 1.000 EACH | 750.00000 750.00| 740.00000 740.00| 685.00000 685.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0114 805-81060 2.000 EACH | 3600.00000 7200.00| 4425.00000 8850.00| 4100.00000 8200.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0115 808-06701 455.000 m | 1.22000 555.10| 1.30000 591.50| 1.18000 536.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0116 808-06703 1065.000 m | 1.22000 1299.30| 1.30000 1384.50| 1.18000 1256.70 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0117 808-75240 265.000 m | 1.22000 323.30| 1.30000 344.50| 1.18000 312.70 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0118 808-75245 1865.000 m | 1.22000 2275.30| 1.30000 2424.50| 1.18000 2200.70 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0119 808-75278 150.000 m | 4.70000 705.00| 5.00000 750.00| 4.60000 690.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0120 808-75297 65.000 m | 9.25000 601.25| 10.00000 650.00| 9.15000 594.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0121 808-75300 325.000 m | 2.56000 832.00| 2.75000 893.75| 2.50000 812.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0122 808-75320 16.000 EACH | 69.00000 1104.00| 74.50000 1192.00| 64.00000 1024.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-1625197 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |SELGE CONSTRUCTION CO. INC. |NIBLOCK EXCAVATING, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 808-75325 12.000 EACH | 99.00000 1188.00| 105.00000 1260.00| 94.00000 1128.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0124 808-75998 170.000 EACH | 23.00000 3910.00| 25.00000 4250.00| 19.00000 3230.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0125 808-92027 720.000 m | 3.55000 2556.00| 3.80000 2736.00| 3.50000 2520.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0126 210-08078 LUMP | 27000.00000 27000.00| 20750.00000 20750.00| 10000.00000 10000.00 STORMWATER FILTER SYSTEM | | | 0127 210-08229 22.000 m2 | 48.30000 1062.60| 90.00000 1980.00| 50.00000 1100.00 REINFORCED CONCRETE SLAB, 200 mm | | | 0128 807-86620 2.000 EACH | 300.00000 600.00| 390.00000 780.00| 364.00000 728.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | SECTION TOTALS | $ 3,394,376.31| $ 3,619,848.23| $ 3,777,224.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,394,376.31| $ 3,619,848.23| $ 3,777,224.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1120685 |( 6 ) 35-0918397 |HRP CONSTRUCTION, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP | 50000.00000 50000.00| 30000.00000 30000.00| 92000.00000 92000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 18.000 MOS | 1800.00000 32400.00| 1850.00000 33300.00| 1500.00000 27000.00 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 | 190000.00000 190000.00| 195000.00000 195000.00| 190000.00000 190000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 230000.00000 230000.00| 58000.00000 58000.00| 100000.00000 100000.00 CLEARING RIGHT OF WAY | | | 0007 202-03000 LUMP | 6325.00000 6325.00| 5500.00000 5500.00| 8800.00000 8800.00 HOUSES AND BUILDINGS, REMOVE | | | 0008 203-02000 7416.000 m3 | 12.00000 88992.00| 20.75000 153882.00| 13.00000 96408.00 EXCAVATION, COMMON | | | 0009 203-02070 1000.000 m3 | 3.00000 3000.00| 12.00000 12000.00| 12.00000 12000.00 BORROW | | | 0010 203-04523 LUMP | 220000.00000 220000.00| 214933.00000 214933.00| 228000.00000 228000.00 DEWATERING SANITARY SEWER SYSTEM | | | 0011 203-04523 LUMP | 40000.00000 40000.00| 159954.00000 159954.00| 48000.00000 48000.00 DEWATERING STORM SEWER SYSTEM AND CREEK | | | CROSSING | | | 0012 205-06937 2488.000 m | 4.05000 10076.40| 4.05000 10076.40| 4.05000 10076.40 TEMPORARY SILT FENCE | | | 0013 207-08268 26845.000 m2 | 7.00000 187915.00| 11.80000 316771.00| 12.00000 322140.00 SUBGRADE TREATMENT, TYPE IV | | | 0014 210-06902 1.000 EACH | 156000.00000 156000.00| 115207.00000 115207.00| 171784.00000 171784.00 PUMP STATION, SANITARY, | | | 0015 210-07224 1.000 EACH | 6000.00000 6000.00| 1500.00000 1500.00| 6000.00000 6000.00 VIDEO | | | 0016 210-07314 52.000 m | 50.00000 2600.00| 95.00000 4940.00| 50.00000 2600.00 FORCE MAIN | | | 0018 211-07454 4011.000 m3 | 6.00000 24066.00| 4.00000 16044.00| 6.00000 24066.00 STRUCTURE BACKFILL | | | 0019 301-07448 1254.000 Mg | 25.00000 31350.00| 26.00000 32604.00| 17.00000 21318.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1120685 |( 6 ) 35-0918397 |HRP CONSTRUCTION, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 303-01180 105.000 Mg | 32.00000 3360.00| 26.00000 2730.00| 25.00000 2625.00 COMPACTED AGGREGATE, NO. 53 SLAG OR | | | LIMESTONE | | | 0021 303-07662 736.000 Mg | 90.00000 66240.00| 106.00000 78016.00| 90.00000 66240.00 STONE GLACIAL | | | 0022 304-07783 37.000 Mg | 85.00000 3145.00| 100.00000 3700.00| 50.00000 1850.00 HMA PATCHING, TYPE D | | | 0023 401-06264 LUMP | 1950.00000 1950.00| 4000.00000 4000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0024 401-07335 2209.000 Mg | 50.00000 110450.00| 60.00000 132540.00| 51.00000 112659.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0025 401-07404 3511.000 Mg | 39.35000 138157.85| 43.25000 151850.75| 38.00000 133418.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 M | | | 0026 401-07409 17261.000 Mg | 33.00000 569613.00| 34.00000 586874.00| 38.00000 655918.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0027 405-05517 43.000 Mg | 0.01000 0.43| 0.01000 0.43| 1.00000 43.00 ASPHALT FOR PRIME COAT | | | 0028 406-05520 27.600 Mg | 150.00000 4140.00| 240.00000 6624.00| 1.00000 27.60 ASPHALT FOR TACK COAT | | | 0029 601-94689 4.000 EACH | 2175.00000 8700.00| 2175.00000 8700.00| 2175.00000 8700.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-97774 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 179.070 m | 47.20000 8452.10| 47.20000 8452.10| 47.20000 8452.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 603-04847 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 FENCE GATE | | | 0033 603-92636 58.000 m | 131.00000 7598.00| 131.00000 7598.00| 131.00000 7598.00 FENCE, CHAIN LINK, 1830 mm | | | 0034 604-07900 70.000 m2 | 122.50000 8575.00| 120.00000 8400.00| 168.00000 11760.00 CURB RAMP, CONCRETE, F MODIFIED | | | 0035 604-07902 205.000 m2 | 130.00000 26650.00| 120.00000 24600.00| 168.00000 34440.00 CURB RAMP, CONCRETE, H | | | 0036 604-91531 2720.000 m2 | 29.75000 80920.00| 35.00000 95200.00| 30.00000 81600.00 SIDEWALK, CONCRETE, 100 mm | | | 0037 605-06140 1435.000 m | 26.00000 37310.00| 38.30000 54960.50| 35.00000 50225.00 CURB AND GUTTER, CONCRETE | | | 0038 611-05330 2296.000 m2 | 35.00000 80360.00| 44.50000 102172.00| 41.50000 95284.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1120685 |( 6 ) 35-0918397 |HRP CONSTRUCTION, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 611-06497 22.000 EACH | 195.00000 4290.00| 195.00000 4290.00| 195.00000 4290.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 31.000 EACH | 108.00000 3348.00| 108.00000 3348.00| 108.00000 3348.00 RIGHT OF WAY MARKER | | | 0041 615-06505 6.000 EACH | 500.00000 3000.00| 500.00000 3000.00| 500.00000 3000.00 MONUMENT, B | | | 0042 615-06530 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 POST, BENCHMARK | | | 0043 616-02320 1053.000 m2 | 2.00000 2106.00| 4.00000 4212.00| 2.00000 2106.00 GEOTEXTILES | | | 0044 616-06405 295.000 Mg | 75.00000 22125.00| 35.00000 10325.00| 75.00000 22125.00 RIPRAP, REVETMENT GROUTED | | | 0045 621-01004 6.000 EACH | 325.00000 1950.00| 325.00000 1950.00| 325.00000 1950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 1.200 Mg | 715.00000 858.00| 715.00000 858.00| 715.00000 858.00 FERTILIZER | | | 0047 621-06554 255.000 kg | 8.66000 2208.30| 8.66000 2208.30| 8.66000 2208.30 SEED MIXTURE, U | | | 0048 621-06565 6.000 Mg | 546.00000 3276.00| 546.00000 3276.00| 546.00000 3276.00 MULCHING MATERIAL | | | 0049 621-06570 1325.000 m3 | 7.00000 9275.00| 28.00000 37100.00| 25.00000 33125.00 TOP SOIL | | | 0050 622-05649 14.000 EACH | 235.00000 3290.00| 235.00000 3290.00| 235.00000 3290.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm NATIVE SPECIES | | | 0052 706-91664 56.500 m | 320.00000 18080.00| 320.00000 18080.00| 320.00000 18080.00 PIPE RAILING | | | 0053 715-03025 4.000 EACH | 7000.00000 28000.00| 8220.00000 32880.00| 7000.00000 28000.00 SANITARY MANHOLE DOUBLE DROP, W/ CASTIN | | | 0054 715-03025 3.000 EACH | 5000.00000 15000.00| 4755.00000 14265.00| 5000.00000 15000.00 SANITARY MANHOLE DROP, W/ CASTING | | | 0055 715-03025 16.000 EACH | 3000.00000 48000.00| 2935.00000 46960.00| 3000.00000 48000.00 SANITARY MANHOLE W/ CASTING | | | 0056 715-04629 1.000 EACH | 8000.00000 8000.00| 19350.00000 19350.00| 8000.00000 8000.00 PIPE ARCH, REMOVE, 5400 mm X 2690 mm | | | 0057 715-05024 7.600 m | 170.00000 1292.00| 194.00000 1474.40| 170.00000 1292.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0058 715-05059 LUMP | 5000.00000 5000.00| 44750.00000 44750.00| 5000.00000 5000.00 SEWER , SANITARY APPROVAL AND TESTING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1120685 |( 6 ) 35-0918397 |HRP CONSTRUCTION, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-05149 623.500 m | 52.00000 32422.00| 61.00000 38033.50| 52.00000 32422.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05151 129.500 m | 56.00000 7252.00| 71.00000 9194.50| 56.00000 7252.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05152 90.500 m | 62.00000 5611.00| 75.00000 6787.50| 62.00000 5611.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0062 715-05154 139.000 m | 79.00000 10981.00| 91.00000 12649.00| 79.00000 10981.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0063 715-05156 202.500 m | 98.00000 19845.00| 147.00000 29767.50| 98.00000 19845.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0064 715-05408 137.000 m | 54.00000 7398.00| 52.50000 7192.50| 54.00000 7398.00 PIPE, SANITARY SEWER, 200 mm | | | 0065 715-05409 222.000 m | 69.00000 15318.00| 76.20000 16916.40| 69.00000 15318.00 PIPE, SANITARY SEWER, 250 mm | | | 0066 715-05411 378.000 m | 80.00000 30240.00| 90.20000 34095.60| 80.00000 30240.00 PIPE, SANITARY SEWER, 300 mm | | | 0067 715-05413 978.000 m | 130.00000 127140.00| 151.30000 147971.40| 130.00000 127140.00 PIPE, SANITARY SEWER, 450 mm | | | 0068 715-05413 15.000 m | 190.00000 2850.00| 215.00000 3225.00| 190.00000 2850.00 PIPE, SANITARY SEWER, 450 mm DUCTILE | | | IRON | | | 0069 715-05415 42.000 m | 190.00000 7980.00| 243.00000 10206.00| 190.00000 7980.00 PIPE, SANITARY SEWER, 600 mm | | | 0070 715-05711 225.000 m | 38.00000 8550.00| 185.00000 41625.00| 38.00000 8550.00 PIPE, SANITARY SEWER, 150 mm FOR | | | SERVICE LATERALS | | | 0071 715-46005 1.000 EACH | 450.00000 450.00| 760.00000 760.00| 450.00000 450.00 PIPE END SECTION, 375 mm | | | 0072 715-97687 1.000 EACH | 3600.00000 3600.00| 4595.00000 4595.00| 3600.00000 3600.00 GRATED BOX END SECTION, I, 4:1, 600 mm | | | 0073 715-97692 1.000 EACH | 5900.00000 5900.00| 7190.00000 7190.00| 5900.00000 5900.00 GRATED BOX END SECTION, I, 4:1, 900 mm | | | 0074 716-98960 15.000 m | 1100.00000 16500.00| 1450.00000 21750.00| 1100.00000 16500.00 CASING, STEEL 10 MM W/SPACERS, JACKED | | | AND BORED | | | 0075 720-01091 13.000 EACH | 3100.00000 40300.00| 1650.00000 21450.00| 3100.00000 40300.00 MANHOLE, C10, MODIFIED | | | 0076 720-01092 4.000 EACH | 4100.00000 16400.00| 2515.00000 10060.00| 4100.00000 16400.00 MANHOLE, J15, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1120685 |( 6 ) 35-0918397 |HRP CONSTRUCTION, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 720-04596 5.000 EACH | 3850.00000 19250.00| 1985.00000 9925.00| 3850.00000 19250.00 MANHOLE, J-10 MODIFIED | | | 0078 720-45145 18.000 EACH | 2500.00000 45000.00| 1515.00000 27270.00| 2500.00000 45000.00 INLET, J10, MODIFIED | | | 0079 720-45155 4.000 EACH | 2500.00000 10000.00| 1590.00000 6360.00| 2500.00000 10000.00 INLET, M10, MODIFIED | | | 0080 720-45250 2.000 EACH | 2800.00000 5600.00| 1985.00000 3970.00| 2800.00000 5600.00 CATCH BASIN, K10 | | | 0081 720-93409 5.000 EACH | 3200.00000 16000.00| 2270.00000 11350.00| 3200.00000 16000.00 INLET, B15, MODIFIED | | | 0082 720-98555 1.000 EACH | 3200.00000 3200.00| 2340.00000 2340.00| 3200.00000 3200.00 INLET, C15 | | | 0083 723-06660 139.900 m2 | 500.00000 69950.00| 602.00000 84219.80| 500.00000 69950.00 WINGWALL | | | 0084 723-08327 58.520 m | 8500.00000 497420.00| 6070.00000 355216.40| 7800.00000 456456.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2740 mm | | | 0085 732-04837 17.000 EACH | 30.00000 510.00| 130.00000 2210.00| 30.00000 510.00 PLUG SANITARY SEWER, 150 MM | | | 0086 732-04837 12.000 EACH | 50.00000 600.00| 145.00000 1740.00| 50.00000 600.00 PLUG SANITARY SEWER, 200 MM | | | 0087 732-04837 2.000 EACH | 100.00000 200.00| 415.00000 830.00| 100.00000 200.00 PLUG SANITARY SEWER, 300 MM | | | 0088 732-04837 2.000 EACH | 175.00000 350.00| 1095.00000 2190.00| 175.00000 350.00 PLUG SANITARY SEWER, 450 MM | | | 0089 732-04837 2.000 EACH | 250.00000 500.00| 1325.00000 2650.00| 250.00000 500.00 PLUG SANITARY SEWER, 600 MM | | | 0090 732-07653 2170.000 Mg | 18.00000 39060.00| 18.00000 39060.00| 18.00000 39060.00 COARSE AGGREGATE, NO. 8 | | | 0091 801-04308 16.000 EACH | 295.00000 4720.00| 295.00000 4720.00| 295.00000 4720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06625 46.000 EACH | 65.00000 2990.00| 65.00000 2990.00| 65.00000 2990.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0093 801-06640 30.000 EACH | 110.00000 3300.00| 110.00000 3300.00| 110.00000 3300.00 CONSTRUCTION SIGN, A | | | 0094 801-06775 LUMP | 15000.00000 15000.00| 6500.00000 6500.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0095 801-07118 57.600 m | 49.00000 2822.40| 49.00000 2822.40| 49.00000 2822.40 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1120685 |( 6 ) 35-0918397 |HRP CONSTRUCTION, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-07119 57.600 m | 50.00000 2880.00| 50.00000 2880.00| 50.00000 2880.00 BARRICADE, III-B | | | 0097 802-05702 16.000 m | 39.73000 635.68| 39.37000 629.92| 39.73000 635.68 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0098 802-76025 5.000 m2 | 172.14000 860.70| 172.14000 860.70| 172.14000 860.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0099 802-76035 2.000 m2 | 172.14000 344.28| 172.14000 344.28| 172.14000 344.28 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0100 802-76045 3.000 m2 | 190.00000 570.00| 190.00000 570.00| 190.00000 570.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0101 805-01815 2.000 EACH | 1950.00000 3900.00| 1950.00000 3900.00| 1950.00000 3900.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | | 0102 805-01879 1.000 EACH | 875.00000 875.00| 875.00000 875.00| 875.00000 875.00 SIGNAL SERVICE | | | 0103 805-06592 65.000 m | 32.21000 2093.65| 32.21000 2093.65| 32.21000 2093.65 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0104 805-06834 1.000 EACH | 9112.50000 9112.50| 9112.50000 9112.50| 9112.50000 9112.50 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0105 805-06886 1.000 EACH | 27400.00000 27400.00| 27400.00000 27400.00| 27400.00000 27400.00 VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | | CAMERAS | | | 0106 805-78205 4.000 EACH | 582.00000 2328.00| 582.00000 2328.00| 582.00000 2328.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED | | | AMBER, GREEN | | | 0107 805-78230 4.000 EACH | 968.00000 3872.00| 968.00000 3872.00| 968.00000 3872.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0108 805-78415 1.000 EACH | 1045.00000 1045.00| 1405.00000 1405.00| 1405.00000 1405.00 SPAN, CATENARY, AND TETHER | | | 0109 805-78420 1.000 EACH | 175.00000 175.00| 175.00000 175.00| 175.00000 175.00 DISCONNECT HANGER | | | 0110 805-78467 70.000 m | 4.73000 331.10| 4.73000 331.10| 4.73000 331.10 SIGNAL CABLE, 3C 8GA. | | | 0111 805-78485 140.000 m | 5.10000 714.00| 5.10000 714.00| 5.10000 714.00 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1120685 |( 6 ) 35-0918397 |HRP CONSTRUCTION, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 805-78490 141.000 m | 5.25000 740.25| 5.25000 740.25| 5.25000 740.25 SIGNAL CABLE, 7C 14GA. | | | 0113 805-78925 1.000 EACH | 685.00000 685.00| 685.00000 685.00| 685.00000 685.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0114 805-81060 2.000 EACH | 4100.00000 8200.00| 4100.00000 8200.00| 4100.00000 8200.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0115 808-06701 455.000 m | 1.22000 555.10| 1.18000 536.90| 1.22000 555.10 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0116 808-06703 1065.000 m | 1.22000 1299.30| 1.18000 1256.70| 1.22000 1299.30 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0117 808-75240 265.000 m | 1.22000 323.30| 1.18000 312.70| 1.22000 323.30 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0118 808-75245 1865.000 m | 1.22000 2275.30| 1.18000 2200.70| 1.22000 2275.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0119 808-75278 150.000 m | 4.70000 705.00| 4.60000 690.00| 4.70000 705.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | | 0120 808-75297 65.000 m | 9.25000 601.25| 9.15000 594.75| 9.25000 601.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0121 808-75300 325.000 m | 2.56000 832.00| 2.50000 812.50| 2.56000 832.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0122 808-75320 16.000 EACH | 69.00000 1104.00| 64.00000 1024.00| 69.00000 1104.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0123 808-75325 12.000 EACH | 99.00000 1188.00| 94.00000 1128.00| 99.00000 1188.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0124 808-75998 170.000 EACH | 23.00000 3910.00| 19.00000 3230.00| 23.00000 3910.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0125 808-92027 720.000 m | 3.55000 2556.00| 3.25000 2340.00| 3.55000 2556.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0126 210-08078 LUMP | 45000.00000 45000.00| 20500.00000 20500.00| 8500.00000 8500.00 STORMWATER FILTER SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 171 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,847,512.67 ROUTE : CALL ORDER : 171 CONTRACT ID : R -27873-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1489621 |( 5 ) 35-1120685 |( 6 ) 35-0918397 |HRP CONSTRUCTION, INC. |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 210-08229 22.000 m2 | 90.00000 1980.00| 200.00000 4400.00| 90.00000 1980.00 REINFORCED CONCRETE SLAB, 200 mm | | | 0128 807-86620 2.000 EACH | 364.00000 728.00| 364.00000 728.00| 364.00000 728.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | SECTION TOTALS | $ 3,841,474.89| $ 3,990,751.03| $ 3,996,907.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,841,474.89| $ 3,990,751.03| $ 3,996,907.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 181 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,449,061.81 ROUTE : 213 CALL ORDER : 181 CONTRACT ID : R -27908-A COUNTIES : HOWARD TIPTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,783,019.62 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,892,176.84 106.1220% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,975,549.69 110.7980% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,378,195.43 133.3802% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-4351261 |( 3 ) 35-1065659 |E & B PAVING, INC. |SHELLY & SANDS, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4800.00000 4800.00| 5067.25000 5067.25| 4540.00000 4540.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1988.19000 11929.14| 1541.35000 9248.10 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 | 89000.00000 89000.00| 94000.00000 94000.00| 98000.00000 98000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02271 64.000 EACH | 342.00000 21888.00| 385.32000 24660.48| 130.77000 8369.28 HEADWALL, REMOVE | | | 0008 202-93091 4.000 EACH | 700.00000 2800.00| 380.04000 1520.16| 365.00000 1460.00 TREE, 15 IN., REMOVE | | | 0009 202-93741 3.000 EACH | 100.00000 300.00| 469.78000 1409.34| 186.84000 560.52 GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 4827.000 CYS | 1.00000 4827.00| 3.07000 14818.89| 2.00000 9654.00 EXCAVATION, COMMON | | | 0012 301-07448 2007.000 TON | 15.00000 30105.00| 14.00000 28098.00| 18.29000 36708.03 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 4185.000 TON | 45.00000 188325.00| 20.00000 83700.00| 51.20000 214272.00 HMA PATCHING, TYPE B | | | 0014 304-07493 9999.000 TON | 34.00000 339966.00| 37.50000 374962.50| 25.00000 249975.00 WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 181 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,449,061.81 ROUTE : 213 CALL ORDER : 181 CONTRACT ID : R -27908-A COUNTIES : HOWARD TIPTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-4351261 |( 3 ) 35-1065659 |E & B PAVING, INC. |SHELLY & SANDS, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 306-08032 4876.000 SYS | 0.01000 48.76| 1.23000 5997.48| 0.01000 48.76 MILLING, TRANSITION | | | 0016 306-08034 87729.000 SYS | 0.35000 30705.15| 0.78000 68428.62| 0.10000 8772.90 MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP | 3250.00000 3250.00| 2000.00000 2000.00| 4350.00000 4350.00 PROFILOGRAPH, HMA | | | 0018 401-07321 9324.000 TON | 32.50000 303030.00| 35.00000 326340.00| 43.30000 403729.20 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07371 12432.000 TON | 29.00000 360528.00| 29.00000 360528.00| 41.78000 519408.96 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0020 401-07407 3450.000 TON | 45.00000 155250.00| 32.00000 110400.00| 40.17000 138586.50 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 406-05520 61.000 TON | 180.00000 10980.00| 197.94000 12074.34| 209.45000 12776.45 ASPHALT FOR TACK COAT | | | 0023 601-05585 4.000 EACH | 1600.00000 6400.00| 2042.74000 8170.96| 2300.00000 9200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0024 601-06035 2390.000 LFT | 7.00000 16730.00| 12.67000 30281.30| 5.75000 13742.50 GUARDRAIL, RESET | | | 0025 601-92948 518.000 LFT | 0.20000 103.60| 3.69000 1911.42| 2.50000 1295.00 GUARDRAIL, ADJUST HEIGHT | | | 0026 601-94689 1.000 EACH | 2500.00000 2500.00| 2517.79000 2517.79| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 1228.000 LFT | 25.00000 30700.00| 15.31000 18800.68| 15.60000 19156.80 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-07487 1042.000 TON | 45.00000 46890.00| 80.00000 83360.00| 62.70000 65333.40 HMA FOR APPROACHES, TYPE B | | | 0029 616-06401 8.000 TON | 42.00000 336.00| 84.45000 675.60| 35.42000 283.36 RIPRAP, DUMPED | | | 0030 616-06406 540.000 SYS | 17.00000 9180.00| 15.84000 8553.60| 20.80000 11232.00 RIPRAP, REVETMENT | | | 0031 621-06559 1944.000 SYS | 1.15000 2235.60| 0.93000 1807.92| 0.88000 1710.72 MULCHED SEEDING, R | | | 0032 715-05595 143.000 LFT | 60.00000 8580.00| 147.79000 21133.97| 82.93000 11858.99 PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0033 715-05596 6.000 LFT | 103.00000 618.00| 195.30000 1171.80| 140.53000 843.18 PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0034 715-05756 148.000 LFT | 86.50000 12802.00| 142.52000 21092.96| 114.40000 16931.20 PIPE EXTENSION, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 181 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,449,061.81 ROUTE : 213 CALL ORDER : 181 CONTRACT ID : R -27908-A COUNTIES : HOWARD TIPTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 31-4351261 |( 3 ) 35-1065659 |E & B PAVING, INC. |SHELLY & SANDS, INC. |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 715-05757 6.000 LFT | 170.00000 1020.00| 628.13000 3768.78| 194.45000 1166.70 PIPE EXTENSION, CIRCULAR, 36 IN. | | | 0036 715-06337 5.000 LFT | 154.00000 770.00| 775.92000 3879.60| 144.52000 722.60 PIPE EXTENSION, CIRCULAR, 48 IN. | | | 0037 715-46000 41.000 EACH | 484.00000 19844.00| 174.19000 7141.79| 428.14000 17553.74 PIPE END SECTION, 12 IN. | | | 0038 715-46005 26.000 EACH | 507.00000 13182.00| 195.30000 5077.80| 447.59000 11637.34 PIPE END SECTION, 15 IN. | | | 0039 715-46010 4.000 EACH | 536.00000 2144.00| 211.14000 844.56| 537.60000 2150.40 PIPE END SECTION, 18 IN. | | | 0040 725-06873 45.000 LFT | 390.00000 17550.00| 411.71000 18526.95| 390.00000 17550.00 PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0041 801-06207 4326.000 LFT | 0.60000 2595.60| 0.69000 2984.94| 0.01000 43.26 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0042 801-06640 31.000 EACH | 70.00000 2170.00| 73.90000 2290.90| 70.00000 2170.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 17400.00000 17400.00| 55000.00000 55000.00| 19143.19000 19143.19 MAINTAINING TRAFFIC | | | 0044 808-06712 8491.000 LFT | 0.01000 84.91| 0.12000 1018.92| 0.11000 934.01 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 72308.000 LFT | 0.10000 7230.80| 0.08000 5784.64| 0.08000 5784.64 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-06714 13142.000 LFT | 0.10000 1314.20| 0.08000 1051.36| 0.08000 1051.36 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0047 808-75297 72.000 LFT | 4.50000 324.00| 4.75000 342.00| 4.50000 324.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75320 4.000 EACH | 55.00000 220.00| 58.06000 232.24| 55.00000 220.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 4.000 EACH | 60.00000 240.00| 63.34000 253.36| 60.00000 240.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 203-02070 840.000 CYS | 1.00000 840.00| 68.62000 57640.80| 16.44000 13809.60 BORROW | | | 0051 801-06203 2200.000 LFT | 0.55000 1210.00| 0.42000 924.00| 3.00000 6600.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 1,783,019.62| $ 1,892,176.84| $ 1,975,549.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,783,019.62| $ 1,892,176.84| $ 1,975,549.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 181 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,449,061.81 ROUTE : 213 CALL ORDER : 181 CONTRACT ID : R -27908-A COUNTIES : HOWARD TIPTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5500.00000 5500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| | 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 | 72800.00000 72800.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02271 64.000 EACH | 230.00000 14720.00| | HEADWALL, REMOVE | | | 0008 202-93091 4.000 EACH | 1300.00000 5200.00| | TREE, 15 IN., REMOVE | | | 0009 202-93741 3.000 EACH | 105.00000 315.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0010 203-02000 4827.000 CYS | 5.75000 27755.25| | EXCAVATION, COMMON | | | 0012 301-07448 2007.000 TON | 20.00000 40140.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 304-07490 4185.000 TON | 54.00000 225990.00| | HMA PATCHING, TYPE B | | | 0014 304-07493 9999.000 TON | 51.50000 514948.50| | WIDENING WITH HMA, TYPE B | | | 0015 306-08032 4876.000 SYS | 0.88000 4290.88| | MILLING, TRANSITION | | | 0016 306-08034 87729.000 SYS | 0.90000 78956.10| | MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP | 5500.00000 5500.00| | PROFILOGRAPH, HMA | | | 0018 401-07321 9324.000 TON | 40.75000 379953.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07371 12432.000 TON | 39.00000 484848.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0020 401-07407 3450.000 TON | 51.50000 177675.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0022 406-05520 61.000 TON | 175.00000 10675.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 181 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,449,061.81 ROUTE : 213 CALL ORDER : 181 CONTRACT ID : R -27908-A COUNTIES : HOWARD TIPTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 601-05585 4.000 EACH | 1650.00000 6600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 8 | | | 0024 601-06035 2390.000 LFT | 7.25000 17327.50| | GUARDRAIL, RESET | | | 0025 601-92948 518.000 LFT | 2.10000 1087.80| | GUARDRAIL, ADJUST HEIGHT | | | 0026 601-94689 1.000 EACH | 2550.00000 2550.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 1228.000 LFT | 13.50000 16578.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0028 610-07487 1042.000 TON | 86.00000 89612.00| | HMA FOR APPROACHES, TYPE B | | | 0029 616-06401 8.000 TON | 55.00000 440.00| | RIPRAP, DUMPED | | | 0030 616-06406 540.000 SYS | 6.00000 3240.00| | RIPRAP, REVETMENT | | | 0031 621-06559 1944.000 SYS | 7.25000 14094.00| | MULCHED SEEDING, R | | | 0032 715-05595 143.000 LFT | 38.00000 5434.00| | PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0033 715-05596 6.000 LFT | 75.00000 450.00| | PIPE EXTENSION, CIRCULAR, 18 IN. | | | 0034 715-05756 148.000 LFT | 41.00000 6068.00| | PIPE EXTENSION, CIRCULAR, 12 IN. | | | 0035 715-05757 6.000 LFT | 120.00000 720.00| | PIPE EXTENSION, CIRCULAR, 36 IN. | | | 0036 715-06337 5.000 LFT | 175.00000 875.00| | PIPE EXTENSION, CIRCULAR, 48 IN. | | | 0037 715-46000 41.000 EACH | 275.00000 11275.00| | PIPE END SECTION, 12 IN. | | | 0038 715-46005 26.000 EACH | 300.00000 7800.00| | PIPE END SECTION, 15 IN. | | | 0039 715-46010 4.000 EACH | 325.00000 1300.00| | PIPE END SECTION, 18 IN. | | | 0040 725-06873 45.000 LFT | 400.00000 18000.00| | PIPE LINER, THERMOPLASTIC, 54 IN. | | | 0041 801-06207 4326.000 LFT | 1.05000 4542.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 181 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,449,061.81 ROUTE : 213 CALL ORDER : 181 CONTRACT ID : R -27908-A COUNTIES : HOWARD TIPTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 801-06640 31.000 EACH | 73.00000 2263.00| | CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP | 56000.00000 56000.00| | MAINTAINING TRAFFIC | | | 0044 808-06712 8491.000 LFT | 0.10000 849.10| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0045 808-06713 72308.000 LFT | 0.10000 7230.80| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0046 808-06714 13142.000 LFT | 0.10000 1314.20| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0047 808-75297 72.000 LFT | 4.50000 324.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0048 808-75320 4.000 EACH | 56.00000 224.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 4.000 EACH | 62.00000 248.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 203-02070 840.000 CYS | 42.00000 35280.00| | BORROW | | | 0051 801-06203 2200.000 LFT | 1.00000 2200.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 2,378,195.43| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,378,195.43| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 191 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 191 CONTRACT ID : R -27973-A COUNTIES : LAKE LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 7,376,538.94 100.0000% 2 35-1139301 E & B PAVING, INC. $ 7,878,365.18 106.8030% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 199 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,252.57 ROUTE : 52 CALL ORDER : 199 CONTRACT ID : R -28026-B COUNTIES : HANCOCK LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 512,420.29 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 523,250.69 102.1136% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 523,253.80 102.1142% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 529,888.97 103.4091% ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06845 LUMP | 3600.00000 3600.00| 12450.00000 12450.00| 5000.00000 5000.00 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 | 31261.00000 31261.00| 26100.00000 26100.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 1475.000 LFT | 1.62000 2389.50| 1.80000 2655.00| 1.60000 2360.00 GUARDRAIL, REMOVE | | | 0006 203-02000 145.000 CYS | 14.49000 2101.05| 20.00000 2900.00| 45.00000 6525.00 EXCAVATION, COMMON | | | 0007 206-51817 24060.000 SFT | 15.65000 376539.00| 16.07000 386644.20| 16.00000 384960.00 SHEET PILING, STEEL | | | 0008 211-07454 200.000 CYS | 24.08000 4816.00| 35.00000 7000.00| 40.00000 8000.00 STRUCTURE BACKFILL | | | 0009 301-07448 325.000 TON | 15.11000 4910.75| 20.00000 6500.00| 40.00000 13000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 402-07434 35.000 TON | 80.50000 2817.50| 90.00000 3150.00| 82.00000 2870.00 HMA SURFACE, TYPE C | | | 0011 402-07442 106.000 TON | 50.75000 5379.50| 57.00000 6042.00| 52.00000 5512.00 HMA BASE, TYPE C | | | 0012 405-05518 427.000 SYS | 0.77000 328.79| 0.87000 371.49| 0.80000 341.60 ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 199 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,252.57 ROUTE : 52 CALL ORDER : 199 CONTRACT ID : R -28026-B COUNTIES : HANCOCK LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-1609544 |( 3 ) 35-1618530 |FORCE CONSTRUCTION CO. INC. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 406-05520 2.000 TON | 100.00000 200.00| 113.00000 226.00| 100.00000 200.00 ASPHALT FOR TACK COAT | | | 0014 601-02206 100.000 LFT | 5.10000 510.00| 5.76000 576.00| 5.10000 510.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0015 601-06854 2.000 EACH | 2625.00000 5250.00| 2970.00000 5940.00| 2625.00000 5250.00 GUARDRAIL, W-BEAM, NESTED | | | 0016 601-94689 10.000 EACH | 2160.00000 21600.00| 2400.00000 24000.00| 2160.00000 21600.00 GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 1056.000 LFT | 14.45000 15259.20| 16.30000 17212.80| 14.45000 15259.20 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 621-01004 1.000 EACH | 350.00000 350.00| 400.00000 400.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 1200.000 SYS | 0.97000 1164.00| 1.10000 1320.00| 1.00000 1200.00 MULCHED SEEDING, U | | | 0020 801-06640 22.000 EACH | 65.00000 1430.00| 89.00000 1958.00| 85.00000 1870.00 CONSTRUCTION SIGN, A | | | 0021 801-06645 2.000 EACH | 45.00000 90.00| 34.00000 68.00| 30.00000 60.00 CONSTRUCTION SIGN, B | | | 0022 801-06775 LUMP | 29282.00000 29282.00| 17000.00000 17000.00| 16000.00000 16000.00 MAINTAINING TRAFFIC | | | 0023 808-06703 1280.000 LFT | 0.50000 640.00| 0.34000 435.20| 0.30000 384.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0024 201-52370 LUMP | 2500.00000 2500.00| 300.00000 300.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 512,420.29| $ 523,250.69| $ 523,253.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 512,420.29| $ 523,250.69| $ 523,253.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 199 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,252.57 ROUTE : 52 CALL ORDER : 199 CONTRACT ID : R -28026-B COUNTIES : HANCOCK LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 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 SLIDE CORRECTION | | | 0001 105-06845 LUMP | 4006.15000 4006.15| | CONSTRUCTION ENGINEERING | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 26441.00000 26441.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02241 1475.000 LFT | 1.78000 2625.50| | GUARDRAIL, REMOVE | | | 0006 203-02000 145.000 CYS | 42.81000 6207.45| | EXCAVATION, COMMON | | | 0007 206-51817 24060.000 SFT | 16.04000 385922.40| | SHEET PILING, STEEL | | | 0008 211-07454 200.000 CYS | 24.40000 4880.00| | STRUCTURE BACKFILL | | | 0009 301-07448 325.000 TON | 30.38000 9873.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0010 402-07434 35.000 TON | 136.18000 4766.30| | HMA SURFACE, TYPE C | | | 0011 402-07442 106.000 TON | 59.88000 6347.28| | HMA BASE, TYPE C | | | 0012 405-05518 427.000 SYS | 0.49000 209.23| | ASPHALT FOR PRIME COAT | | | 0013 406-05520 2.000 TON | 200.10000 400.20| | ASPHALT FOR TACK COAT | | | 0014 601-02206 100.000 LFT | 5.68000 568.00| | TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0015 601-06854 2.000 EACH | 2921.16000 5842.32| | GUARDRAIL, W-BEAM, NESTED | | | 0016 601-94689 10.000 EACH | 2403.70000 24037.00| | GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 1056.000 LFT | 16.08000 16980.48| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0018 621-01004 1.000 EACH | 389.49000 389.49| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 199 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,252.57 ROUTE : 52 CALL ORDER : 199 CONTRACT ID : R -28026-B COUNTIES : HANCOCK LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-06560 1200.000 SYS | 1.08000 1296.00| | MULCHED SEEDING, U | | | 0020 801-06640 22.000 EACH | 77.90000 1713.80| | CONSTRUCTION SIGN, A | | | 0021 801-06645 2.000 EACH | 27.83000 55.66| | CONSTRUCTION SIGN, B | | | 0022 801-06775 LUMP | 22472.23000 22472.23| | MAINTAINING TRAFFIC | | | 0023 808-06703 1280.000 LFT | 0.61000 780.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0024 201-52370 LUMP | 4072.18000 4072.18| | CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 529,888.97| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 529,888.97| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 145 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 2,079,151.30 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,235,621.90 107.5257% 3 35-0999231 HUNT PAVING COMPANY, INC. $ 2,451,495.18 117.9085% 4 35-1418333 ROGERS GROUP, INC. $ 2,525,544.00 121.4699% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,595,380.24 124.8288% 6 35-2131982 J B I CONSTRUCTION INC. $ 2,717,418.72 130.6985% ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |FEUTZ CONTRACTORS, INC. |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 33000.00000 33000.00| 48000.00000 48000.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 13.000 MOS | 1050.00000 13650.00| 1450.00000 18850.00| 2000.00000 26000.00 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 | 51000.00000 51000.00| 100385.00000 100385.00| 122000.00000 122000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 14000.00000 14000.00| 44900.00000 44900.00| 55000.00000 55000.00 CLEARING RIGHT OF WAY | | | 0008 202-02245 60.000 EACH | 91.00000 5460.00| 90.00000 5400.00| 40.00000 2400.00 TREE, 6 IN., REMOVE | | | 0009 202-02250 8.000 EACH | 110.00000 880.00| 145.00000 1160.00| 75.00000 600.00 TREE, 10 IN., REMOVE | | | 0010 202-02255 19.000 EACH | 120.00000 2280.00| 525.00000 9975.00| 150.00000 2850.00 TREE, 18 IN., REMOVE | | | 0011 202-02260 6.000 EACH | 130.00000 780.00| 1250.00000 7500.00| 250.00000 1500.00 TREE, 30 IN., REMOVE | | | 0012 202-02278 5610.000 LFT | 6.50000 36465.00| 3.50000 19635.00| 5.00000 28050.00 CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |FEUTZ CONTRACTORS, INC. |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 202-52710 2790.000 SYS | 8.00000 22320.00| 3.00000 8370.00| 9.00000 25110.00 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-91385 12.000 EACH | 525.00000 6300.00| 285.00000 3420.00| 300.00000 3600.00 INLET, REMOVE | | | 0015 202-91922 13.000 EACH | 130.00000 1690.00| 175.00000 2275.00| 1000.00000 13000.00 STUMP, REMOVE | | | 0016 203-02000 7920.000 CYS | 14.00000 110880.00| 14.50000 114840.00| 28.00000 221760.00 EXCAVATION, COMMON | | | 0017 205-06933 11.000 EACH | 56.00000 616.00| 55.00000 605.00| 55.00000 605.00 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1460.000 LFT | 1.79000 2613.40| 1.75000 2555.00| 1.77000 2584.20 TEMPORARY SILT FENCE | | | 0019 207-08268 9430.000 SYS | 13.85000 130605.50| 9.00000 84870.00| 16.00000 150880.00 SUBGRADE TREATMENT, TYPE IV | | | 0020 211-07454 7000.000 CYS | 11.60000 81200.00| 32.00000 224000.00| 11.50000 80500.00 STRUCTURE BACKFILL | | | 0021 301-07448 3070.000 TON | 16.41000 50378.70| 12.25000 37607.50| 21.00000 64470.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 304-07493 50.000 TON | 65.00000 3250.00| 67.00000 3350.00| 77.39000 3869.50 WIDENING WITH HMA, TYPE B | | | 0023 306-08039 5050.000 SYS | 2.70000 13635.00| 3.00000 15150.00| 1.98000 9999.00 MILLING, ASPHALT REMOVAL | | | 0024 401-07333 1090.000 TON | 50.00000 54500.00| 45.00000 49050.00| 50.86000 55437.40 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0025 401-07402 1820.000 TON | 49.00000 89180.00| 44.25000 80535.00| 50.03000 91054.60 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0026 401-07407 1760.000 TON | 48.00000 84480.00| 40.50000 71280.00| 44.78000 78812.80 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0027 406-05520 11.000 TON | 110.00000 1210.00| 210.00000 2310.00| 243.24000 2675.64 ASPHALT FOR TACK COAT | | | 0028 604-07894 7.000 SYS | 122.00000 854.00| 120.00000 840.00| 125.00000 875.00 CURB RAMP, CONCRETE, A | | | 0029 604-07896 19.000 SYS | 57.00000 1083.00| 115.00000 2185.00| 125.00000 2375.00 CURB RAMP, CONCRETE, B | | | 0030 604-07897 19.000 SYS | 52.00000 988.00| 115.00000 2185.00| 135.00000 2565.00 CURB RAMP, CONCRETE, C | | | 0031 604-07898 29.000 SYS | 119.00000 3451.00| 135.00000 3915.00| 150.00000 4350.00 CURB RAMP, CONCRETE, D | | | 0032 604-07900 27.000 SYS | 68.00000 1836.00| 120.00000 3240.00| 135.00000 3645.00 CURB RAMP, CONCRETE, F | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |FEUTZ CONTRACTORS, INC. |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 604-07900 14.000 SYS | 68.00000 952.00| 120.00000 1680.00| 125.00000 1750.00 CURB RAMP, CONCRETE, F 1 | | | 0034 604-07901 453.000 SYS | 127.00000 57531.00| 120.00000 54360.00| 135.00000 61155.00 CURB RAMP, CONCRETE, G | | | 0035 604-07901 177.000 SYS | 88.00000 15576.00| 120.00000 21240.00| 130.00000 23010.00 CURB RAMP, CONCRETE, G 1 | | | 0036 604-07902 80.000 SYS | 100.00000 8000.00| 115.00000 9200.00| 135.00000 10800.00 CURB RAMP, CONCRETE, H | | | 0037 604-07903 10.000 SYS | 81.00000 810.00| 115.00000 1150.00| 120.00000 1200.00 CURB RAMP, CONCRETE, K | | | 0038 604-91531 3190.000 SYS | 29.00000 92510.00| 36.50000 116435.00| 26.00000 82940.00 SIDEWALK, CONCRETE, 4 IN. | | | 0039 604-91531 425.000 SYS | 36.00000 15300.00| 54.50000 23162.50| 36.00000 15300.00 SIDEWALK, CONCRETE, 4 IN. , CURB WALK | | | 0040 605-06120 710.000 LFT | 22.00000 15620.00| 17.00000 12070.00| 15.00000 10650.00 CURB, CONCRETE , BARRIER | | | 0041 605-06140 6180.000 LFT | 14.00000 86520.00| 16.00000 98880.00| 14.00000 86520.00 CURB AND GUTTER, CONCRETE | | | 0042 607-90826 1.000 EACH | 449.00000 449.00| 460.00000 460.00| 350.00000 350.00 GUTTER TURNOUT, CONCRETE | | | 0043 610-07487 990.000 TON | 67.00000 66330.00| 60.00000 59400.00| 67.44000 66765.60 HMA FOR APPROACHES, TYPE B | | | 0044 611-05330 2690.000 SYS | 48.00000 129120.00| 50.50000 135845.00| 36.50000 98185.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0045 611-06497 10.000 EACH | 120.00000 1200.00| 180.00000 1800.00| 165.85000 1658.50 MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 6.000 EACH | 162.00000 972.00| 200.00000 1200.00| 193.49000 1160.94 MAILBOX ASSEMBLY, DOUBLE | | | 0047 616-02320 136.000 SYS | 2.20000 299.20| 3.25000 442.00| 2.74000 372.64 GEOTEXTILES | | | 0049 621-06574 7620.000 SYS | 3.30000 25146.00| 4.00000 30480.00| 3.34000 25450.80 SODDING | | | 0050 702-90915 5.000 CYS | 540.00000 2700.00| 800.00000 4000.00| 536.69000 2683.45 CONCRETE, A | | | 0051 715-02181 120.000 LFT | 43.00000 5160.00| 45.00000 5400.00| 98.43000 11811.60 SANITARY SEWER SERVICE ADJUSTMENT | | | 0052 715-05024 330.000 LFT | 62.00000 20460.00| 61.00000 20130.00| 74.00000 24420.00 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |FEUTZ CONTRACTORS, INC. |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 715-05149 1950.000 LFT | 27.00000 52650.00| 26.00000 50700.00| 42.00000 81900.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0054 715-05151 20.000 LFT | 30.00000 600.00| 43.00000 860.00| 41.00000 820.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0055 715-05152 300.000 LFT | 32.00000 9600.00| 30.00000 9000.00| 52.00000 15600.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0056 715-05154 1020.000 LFT | 41.00000 41820.00| 38.00000 38760.00| 53.00000 54060.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0057 715-05156 1400.000 LFT | 50.00000 70000.00| 49.00000 68600.00| 79.00000 110600.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0058 715-05428 7.000 LFT | 155.00000 1085.00| 340.00000 2380.00| 90.00000 630.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0060 715-08305 110.000 TON | 112.00000 12320.00| 80.50000 8855.00| 90.00000 9900.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0061 715-46040 1.000 EACH | 1300.00000 1300.00| 685.00000 685.00| 876.38000 876.38 PIPE END SECTION, 36 IN. | | | 0062 720-01092 19.000 EACH | 3000.00000 57000.00| 2400.00000 45600.00| 3686.77000 70048.63 MANHOLE, J15, MODIFIED | | | 0063 720-03280 6.000 EACH | 3200.00000 19200.00| 2100.00000 12600.00| 3389.35000 20336.10 MANHOLE, J, MODIFIED Type 5 | | | 0064 720-06607 1.000 EACH | 460.00000 460.00| 625.00000 625.00| 522.26000 522.26 SLOTTED DRAIN CLEANOUT | | | 0065 720-44000 10.000 EACH | 455.00000 4550.00| 450.00000 4500.00| 347.50000 3475.00 CASTING, ADJUST TO GRADE | | | 0066 720-44000 28.000 EACH | 240.00000 6720.00| 175.00000 4900.00| 347.50000 9730.00 CASTING, ADJUST TO GRADE , WATER VALVE | | | 0067 720-45005 4.000 EACH | 1515.00000 6060.00| 1250.00000 5000.00| 1268.48000 5073.92 INLET, A2 | | | 0068 720-45030 3.000 EACH | 1265.00000 3795.00| 925.00000 2775.00| 995.39000 2986.17 INLET, E7 | | | 0069 720-45035 4.000 EACH | 1265.00000 5060.00| 975.00000 3900.00| 999.82000 3999.28 INLET, F7 | | | 0070 720-45041 10.000 EACH | 1700.00000 17000.00| 1450.00000 14500.00| 1366.89000 13668.90 INLET, H5 | | | 0071 720-45045 12.000 EACH | 1535.00000 18420.00| 1400.00000 16800.00| 1254.11000 15049.32 INLET, J10 | | | 0072 720-45055 5.000 EACH | 1530.00000 7650.00| 1450.00000 7250.00| 1236.42000 6182.10 INLET, M10 | | | 0073 720-45260 10.000 EACH | 1450.00000 14500.00| 850.00000 8500.00| 805.58000 8055.80 PIPE CATCH BASIN, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |FEUTZ CONTRACTORS, INC. |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 720-45410 3.000 EACH | 2000.00000 6000.00| 1350.00000 4050.00| 2025.54000 6076.62 MANHOLE, C4 | | | 0075 720-95422 5.000 EACH | 3000.00000 15000.00| 1725.00000 8625.00| 2476.64000 12383.20 MANHOLE, J4 | | | 0076 720-98174 13.000 EACH | 2100.00000 27300.00| 1850.00000 24050.00| 1652.14000 21477.82 INLET, B15 | | | 0077 720-98555 9.000 EACH | 2100.00000 18900.00| 1900.00000 17100.00| 1656.56000 14909.04 INLET, C15 | | | 0078 732-03063 2.000 EACH | 2350.00000 4700.00| 2500.00000 5000.00| 1848.41000 3696.82 TAPPING SLEEVE , GATE VALVE, 16 IN. X 6 | | | IN. | | | 0079 732-03063 2.000 EACH | 1840.00000 3680.00| 1900.00000 3800.00| 1977.77000 3955.54 TAPPING SLEEVE , GATE VALVE, 4 IN. X 4 | | | IN. | | | 0080 732-03063 9.000 EACH | 1970.00000 17730.00| 2000.00000 18000.00| 2225.43000 20028.87 TAPPING SLEEVE , GATE VALVE, 6 IN. X 6 | | | IN. | | | 0081 732-03068 2.000 EACH | 95.00000 190.00| 225.00000 450.00| 55.28000 110.56 PIPE, CAP , WATER MAIN, 2 IN. AND 1,25 | | | IN. | | | 0082 732-03068 9.000 EACH | 200.00000 1800.00| 400.00000 3600.00| 55.28000 497.52 PIPE, CAP , WATER MAIN, 6 IN. | | | 0083 732-04750 4.000 EACH | 320.00000 1280.00| 475.00000 1900.00| 165.85000 663.40 CORPORATION STOP , 2 IN. AND 1.25 IN. | | | 0084 732-04836 3.000 EACH | 76.00000 228.00| 275.00000 825.00| 276.41000 829.23 GATE VALVE , 2 IN. AND 1.25 IN. | | | 0085 732-04836 11.000 EACH | 600.00000 6600.00| 500.00000 5500.00| 663.38000 7297.18 GATE VALVE , 6 IN. | | | 0086 732-04964 30.000 LFT | 18.00000 540.00| 38.00000 1140.00| 49.63000 1488.90 WATER MAIN , 2 IN. AND 1.25 IN. | | | 0087 732-91738 4430.000 LFT | 31.00000 137330.00| 32.50000 143975.00| 40.36000 178794.80 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0088 732-91742 9.000 EACH | 2000.00000 18000.00| 2525.00000 22725.00| 2599.22000 23392.98 FIRE HYDRANT | | | 0089 732-93403 41.000 EACH | 1130.00000 46330.00| 1100.00000 45100.00| 734.48000 30113.68 WATER SERVICE CONNECTION, 0.75 IN. | | | 0090 732-94780 1.000 EACH | 1200.00000 1200.00| 2750.00000 2750.00| 900.32000 900.32 WATER SERVICE CONNECTION , 1.25 IN. | | | 0091 732-94780 1.000 EACH | 1650.00000 1650.00| 3200.00000 3200.00| 1121.45000 1121.45 WATER SERVICE CONNECTION , 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |FEUTZ CONTRACTORS, INC. |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 732-97009 5.000 EACH | 325.00000 1625.00| 350.00000 1750.00| 402.79000 2013.95 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0093 801-04308 14.000 EACH | 440.00000 6160.00| 500.00000 7000.00| 503.06000 7042.84 ROAD CLOSURE SIGN ASSEMBLY | | | 0094 801-06625 28.000 EACH | 109.00000 3052.00| 83.00000 2324.00| 82.92000 2321.76 DETOUR ROUTE MARKER ASSEMBLY | | | 0095 801-06640 6.000 EACH | 162.00000 972.00| 385.00000 2310.00| 386.97000 2321.82 CONSTRUCTION SIGN, A | | | 0096 801-07118 224.000 LFT | 23.00000 5152.00| 9.40000 2105.60| 9.40000 2105.60 BARRICADE, III-A | | | 0097 801-07119 155.000 LFT | 28.00000 4340.00| 11.60000 1798.00| 11.61000 1799.55 BARRICADE, III-B | | | 0098 802-05704 756.000 LFT | 11.00000 8316.00| 9.00000 6804.00| 11.61000 8777.16 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0099 802-76025 207.000 SFT | 22.00000 4554.00| 21.00000 4347.00| 20.12000 4164.84 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0100 805-01879 2.000 EACH | 785.00000 1570.00| 770.00000 1540.00| 729.72000 1459.44 SIGNAL SERVICE | | | 0101 805-04133 2.000 EACH | 840.00000 1680.00| 825.00000 1650.00| 570.51000 1141.02 SIGNAL PEDESTAL, 12 FT. | | | 0102 805-05669 2.000 EACH | 813.00000 1626.00| 800.00000 1600.00| 3950.43000 7900.86 FLASHING BEACON , SCHOOL SPEED LIMIT | | | ASSEMBLY | | | 0103 805-06592 78.000 LFT | 18.00000 1404.00| 18.50000 1443.00| 26.54000 2070.12 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0104 805-78010 2.000 EACH | 1120.00000 2240.00| 1100.00000 2200.00| 1194.09000 2388.18 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0105 805-78190 4.000 EACH | 224.00000 896.00| 220.00000 880.00| 291.89000 1167.56 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0106 805-78467 78.000 LFT | 3.00000 234.00| 3.00000 234.00| 2.12000 165.36 SIGNAL CABLE, 3C 8GA. | | | 0107 805-78470 440.000 LFT | 0.17000 74.80| 0.17000 74.80| 0.33000 145.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0108 805-78510 28.000 LFT | 2.50000 70.00| 2.50000 70.00| 0.80000 22.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 37-0797609 |( 2 ) 35-1357381 |( 3 ) 35-0999231 |FEUTZ CONTRACTORS, INC. |O'MARA, DAVE CONTRACTOR |HUNT PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 805-78795 150.000 LFT | 11.00000 1650.00| 11.00000 1650.00| 8.49000 1273.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-78900 2.000 EACH | 580.00000 1160.00| 578.00000 1156.00| 530.70000 1061.40 PEDESTAL FOUNDATION, A | | | 0111 808-03439 80.000 LFT | 6.60000 528.00| 4.10000 328.00| 4.09000 327.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0112 808-75245 6970.000 LFT | 0.40000 2788.00| 0.40000 2788.00| 0.40000 2788.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0113 808-75297 250.000 LFT | 6.60000 1650.00| 4.10000 1025.00| 4.09000 1022.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0114 808-75300 1410.000 LFT | 0.87000 1226.70| 1.05000 1480.50| 1.05000 1480.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0115 604-07902 17.000 SYS | 116.00000 1972.00| 120.00000 2040.00| 130.00000 2210.00 CURB RAMP, CONCRETE, H 1 | | | 0116 616-06451 136.000 TON | 20.00000 2720.00| 20.00000 2720.00| 39.11000 5318.96 RIPRAP, UNIFORM | | | SECTION TOTALS | $ 2,079,151.30| $ 2,235,621.90| $ 2,451,495.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,079,151.30| $ 2,235,621.90| $ 2,451,495.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1418333 |( 5 ) 35-1618530 |( 6 ) 35-2131982 |ROGERS GROUP, INC. |AMERICAN CONTRACTING & SERVI |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 100000.00000 100000.00| 15000.00000 15000.00| 38403.75000 38403.75 CONSTRUCTION ENGINEERING | | | 0002 105-07038 13.000 MOS | 1500.00000 19500.00| 1400.00000 18200.00| 2000.00000 26000.00 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 | 126000.00000 126000.00| 125000.00000 125000.00| 129300.00000 129300.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 55354.00000 55354.00| 50000.00000 50000.00| 18047.00000 18047.00 CLEARING RIGHT OF WAY | | | 0008 202-02245 60.000 EACH | 275.00000 16500.00| 120.00000 7200.00| 50.00000 3000.00 TREE, 6 IN., REMOVE | | | 0009 202-02250 8.000 EACH | 385.00000 3080.00| 22.00000 176.00| 1.00000 8.00 TREE, 10 IN., REMOVE | | | 0010 202-02255 19.000 EACH | 600.00000 11400.00| 180.00000 3420.00| 1.00000 19.00 TREE, 18 IN., REMOVE | | | 0011 202-02260 6.000 EACH | 875.00000 5250.00| 575.00000 3450.00| 1.00000 6.00 TREE, 30 IN., REMOVE | | | 0012 202-02278 5610.000 LFT | 4.60000 25806.00| 8.00000 44880.00| 3.10000 17391.00 CURB, CONCRETE, REMOVE | | | 0013 202-52710 2790.000 SYS | 4.60000 12834.00| 19.00000 53010.00| 4.86000 13559.40 SIDEWALK, CONCRETE, REMOVE | | | 0014 202-91385 12.000 EACH | 500.00000 6000.00| 265.00000 3180.00| 407.30000 4887.60 INLET, REMOVE | | | 0015 202-91922 13.000 EACH | 500.00000 6500.00| 425.00000 5525.00| 200.00000 2600.00 STUMP, REMOVE | | | 0016 203-02000 7920.000 CYS | 14.25000 112860.00| 12.00000 95040.00| 12.65000 100188.00 EXCAVATION, COMMON | | | 0017 205-06933 11.000 EACH | 87.00000 957.00| 50.00000 550.00| 52.50000 577.50 TEMPORARY DITCH INLET PROTECTION | | | 0018 205-06937 1460.000 LFT | 1.50000 2190.00| 1.60000 2336.00| 1.68000 2452.80 TEMPORARY SILT FENCE | | | 0019 207-08268 9430.000 SYS | 17.00000 160310.00| 14.00000 132020.00| 17.20000 162196.00 SUBGRADE TREATMENT, TYPE IV | | | 0020 211-07454 7000.000 CYS | 30.00000 210000.00| 18.00000 126000.00| 40.85000 285950.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1418333 |( 5 ) 35-1618530 |( 6 ) 35-2131982 |ROGERS GROUP, INC. |AMERICAN CONTRACTING & SERVI |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 301-07448 3070.000 TON | 15.00000 46050.00| 20.00000 61400.00| 17.42000 53479.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 304-07493 50.000 TON | 60.00000 3000.00| 70.00000 3500.00| 60.00000 3000.00 WIDENING WITH HMA, TYPE B | | | 0023 306-08039 5050.000 SYS | 3.00000 15150.00| 4.00000 20200.00| 1.60000 8080.00 MILLING, ASPHALT REMOVAL | | | 0024 401-07333 1090.000 TON | 45.00000 49050.00| 46.00000 50140.00| 45.00000 49050.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0025 401-07402 1820.000 TON | 44.00000 80080.00| 45.25000 82355.00| 44.00000 80080.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0026 401-07407 1760.000 TON | 43.00000 75680.00| 40.50000 71280.00| 43.00000 75680.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0027 406-05520 11.000 TON | 100.00000 1100.00| 220.00000 2420.00| 100.00000 1100.00 ASPHALT FOR TACK COAT | | | 0028 604-07894 7.000 SYS | 100.00000 700.00| 105.00000 735.00| 105.00000 735.00 CURB RAMP, CONCRETE, A | | | 0029 604-07896 19.000 SYS | 99.00000 1881.00| 105.00000 1995.00| 105.00000 1995.00 CURB RAMP, CONCRETE, B | | | 0030 604-07897 19.000 SYS | 98.00000 1862.00| 105.00000 1995.00| 105.00000 1995.00 CURB RAMP, CONCRETE, C | | | 0031 604-07898 29.000 SYS | 97.00000 2813.00| 105.00000 3045.00| 105.00000 3045.00 CURB RAMP, CONCRETE, D | | | 0032 604-07900 27.000 SYS | 96.00000 2592.00| 125.00000 3375.00| 125.00000 3375.00 CURB RAMP, CONCRETE, F | | | 0033 604-07900 14.000 SYS | 95.00000 1330.00| 130.00000 1820.00| 130.00000 1820.00 CURB RAMP, CONCRETE, F 1 | | | 0034 604-07901 453.000 SYS | 94.00000 42582.00| 105.00000 47565.00| 105.00000 47565.00 CURB RAMP, CONCRETE, G | | | 0035 604-07901 177.000 SYS | 93.00000 16461.00| 110.00000 19470.00| 110.00000 19470.00 CURB RAMP, CONCRETE, G 1 | | | 0036 604-07902 80.000 SYS | 92.00000 7360.00| 105.00000 8400.00| 105.00000 8400.00 CURB RAMP, CONCRETE, H | | | 0037 604-07903 10.000 SYS | 91.00000 910.00| 105.00000 1050.00| 105.00000 1050.00 CURB RAMP, CONCRETE, K | | | 0038 604-91531 3190.000 SYS | 28.00000 89320.00| 26.00000 82940.00| 26.00000 82940.00 SIDEWALK, CONCRETE, 4 IN. | | | 0039 604-91531 425.000 SYS | 43.00000 18275.00| 40.00000 17000.00| 40.00000 17000.00 SIDEWALK, CONCRETE, 4 IN. , CURB WALK | | | 0040 605-06120 710.000 LFT | 15.00000 10650.00| 14.00000 9940.00| 14.00000 9940.00 CURB, CONCRETE , BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1418333 |( 5 ) 35-1618530 |( 6 ) 35-2131982 |ROGERS GROUP, INC. |AMERICAN CONTRACTING & SERVI |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 605-06140 6180.000 LFT | 13.00000 80340.00| 12.00000 74160.00| 12.00000 74160.00 CURB AND GUTTER, CONCRETE | | | 0042 607-90826 1.000 EACH | 300.00000 300.00| 500.00000 500.00| 500.00000 500.00 GUTTER TURNOUT, CONCRETE | | | 0043 610-07487 990.000 TON | 60.00000 59400.00| 61.00000 60390.00| 60.00000 59400.00 HMA FOR APPROACHES, TYPE B | | | 0044 611-05330 2690.000 SYS | 42.00000 112980.00| 35.00000 94150.00| 35.00000 94150.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0045 611-06497 10.000 EACH | 180.00000 1800.00| 105.00000 1050.00| 110.25000 1102.50 MAILBOX ASSEMBLY, SINGLE | | | 0046 611-06498 6.000 EACH | 200.00000 1200.00| 145.00000 870.00| 152.25000 913.50 MAILBOX ASSEMBLY, DOUBLE | | | 0047 616-02320 136.000 SYS | 10.00000 1360.00| 4.00000 544.00| 1.50000 204.00 GEOTEXTILES | | | 0049 621-06574 7620.000 SYS | 3.00000 22860.00| 3.02000 23012.40| 3.17000 24155.40 SODDING | | | 0050 702-90915 5.000 CYS | 500.00000 2500.00| 600.00000 3000.00| 1000.00000 5000.00 CONCRETE, A | | | 0051 715-02181 120.000 LFT | 120.00000 14400.00| 140.00000 16800.00| 20.00000 2400.00 SANITARY SEWER SERVICE ADJUSTMENT | | | 0052 715-05024 330.000 LFT | 80.00000 26400.00| 98.00000 32340.00| 111.14000 36676.20 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0053 715-05149 1950.000 LFT | 55.00000 107250.00| 35.00000 68250.00| 46.60000 90870.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0054 715-05151 20.000 LFT | 120.00000 2400.00| 38.00000 760.00| 107.87000 2157.40 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0055 715-05152 300.000 LFT | 40.00000 12000.00| 45.00000 13500.00| 74.75000 22425.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0056 715-05154 1020.000 LFT | 46.00000 46920.00| 60.00000 61200.00| 98.05000 100011.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0057 715-05156 1400.000 LFT | 53.00000 74200.00| 80.00000 112000.00| 110.54000 154756.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0058 715-05428 7.000 LFT | 290.00000 2030.00| 200.00000 1400.00| 98.07000 686.49 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0060 715-08305 110.000 TON | 100.00000 11000.00| 80.00000 8800.00| 100.00000 11000.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0061 715-46040 1.000 EACH | 1500.00000 1500.00| 1200.00000 1200.00| 1210.00000 1210.00 PIPE END SECTION, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1418333 |( 5 ) 35-1618530 |( 6 ) 35-2131982 |ROGERS GROUP, INC. |AMERICAN CONTRACTING & SERVI |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 720-01092 19.000 EACH | 3600.00000 68400.00| 4800.00000 91200.00| 3750.30000 71255.70 MANHOLE, J15, MODIFIED | | | 0063 720-03280 6.000 EACH | 3400.00000 20400.00| 4600.00000 27600.00| 3445.00000 20670.00 MANHOLE, J, MODIFIED Type 5 | | | 0064 720-06607 1.000 EACH | 875.00000 875.00| 750.00000 750.00| 205.00000 205.00 SLOTTED DRAIN CLEANOUT | | | 0065 720-44000 10.000 EACH | 920.00000 9200.00| 375.00000 3750.00| 500.00000 5000.00 CASTING, ADJUST TO GRADE | | | 0066 720-44000 28.000 EACH | 920.00000 25760.00| 175.00000 4900.00| 50.00000 1400.00 CASTING, ADJUST TO GRADE , WATER VALVE | | | 0067 720-45005 4.000 EACH | 1600.00000 6400.00| 2900.00000 11600.00| 2069.00000 8276.00 INLET, A2 | | | 0068 720-45030 3.000 EACH | 1500.00000 4500.00| 2500.00000 7500.00| 1888.50000 5665.50 INLET, E7 | | | 0069 720-45035 4.000 EACH | 1500.00000 6000.00| 2500.00000 10000.00| 1787.00000 7148.00 INLET, F7 | | | 0070 720-45041 10.000 EACH | 2100.00000 21000.00| 3700.00000 37000.00| 2194.50000 21945.00 INLET, H5 | | | 0071 720-45045 12.000 EACH | 1850.00000 22200.00| 2900.00000 34800.00| 1961.20000 23534.40 INLET, J10 | | | 0072 720-45055 5.000 EACH | 1850.00000 9250.00| 2900.00000 14500.00| 1995.85000 9979.25 INLET, M10 | | | 0073 720-45260 10.000 EACH | 1575.00000 15750.00| 2000.00000 20000.00| 2136.00000 21360.00 PIPE CATCH BASIN, 12 IN. | | | 0074 720-45410 3.000 EACH | 1850.00000 5550.00| 3000.00000 9000.00| 2740.00000 8220.00 MANHOLE, C4 | | | 0075 720-95422 5.000 EACH | 2500.00000 12500.00| 3000.00000 15000.00| 3073.10000 15365.50 MANHOLE, J4 | | | 0076 720-98174 13.000 EACH | 2500.00000 32500.00| 2900.00000 37700.00| 2785.50000 36211.50 INLET, B15 | | | 0077 720-98555 9.000 EACH | 2500.00000 22500.00| 2900.00000 26100.00| 3400.00000 30600.00 INLET, C15 | | | 0078 732-03063 2.000 EACH | 2500.00000 5000.00| 2880.00000 5760.00| 2880.00000 5760.00 TAPPING SLEEVE , GATE VALVE, 16 IN. X 6 | | | IN. | | | 0079 732-03063 2.000 EACH | 2500.00000 5000.00| 2330.00000 4660.00| 2230.00000 4460.00 TAPPING SLEEVE , GATE VALVE, 4 IN. X 4 | | | IN. | | | 0080 732-03063 9.000 EACH | 2800.00000 25200.00| 2400.00000 21600.00| 2400.00000 21600.00 TAPPING SLEEVE , GATE VALVE, 6 IN. X 6 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1418333 |( 5 ) 35-1618530 |( 6 ) 35-2131982 |ROGERS GROUP, INC. |AMERICAN CONTRACTING & SERVI |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 732-03068 2.000 EACH | 1100.00000 2200.00| 705.00000 1410.00| 705.00000 1410.00 PIPE, CAP , WATER MAIN, 2 IN. AND 1,25 | | | IN. | | | 0082 732-03068 9.000 EACH | 1100.00000 9900.00| 900.00000 8100.00| 900.00000 8100.00 PIPE, CAP , WATER MAIN, 6 IN. | | | 0083 732-04750 4.000 EACH | 1000.00000 4000.00| 755.00000 3020.00| 755.00000 3020.00 CORPORATION STOP , 2 IN. AND 1.25 IN. | | | 0084 732-04836 3.000 EACH | 1000.00000 3000.00| 525.00000 1575.00| 525.00000 1575.00 GATE VALVE , 2 IN. AND 1.25 IN. | | | 0085 732-04836 11.000 EACH | 1000.00000 11000.00| 715.00000 7865.00| 715.00000 7865.00 GATE VALVE , 6 IN. | | | 0086 732-04964 30.000 LFT | 43.00000 1290.00| 40.00000 1200.00| 40.00000 1200.00 WATER MAIN , 2 IN. AND 1.25 IN. | | | 0087 732-91738 4430.000 LFT | 32.00000 141760.00| 70.50000 312315.00| 68.00000 301240.00 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0088 732-91742 9.000 EACH | 2600.00000 23400.00| 2800.00000 25200.00| 2800.00000 25200.00 FIRE HYDRANT | | | 0089 732-93403 41.000 EACH | 800.00000 32800.00| 800.00000 32800.00| 800.00000 32800.00 WATER SERVICE CONNECTION, 0.75 IN. | | | 0090 732-94780 1.000 EACH | 1300.00000 1300.00| 2000.00000 2000.00| 2000.00000 2000.00 WATER SERVICE CONNECTION , 1.25 IN. | | | 0091 732-94780 1.000 EACH | 1900.00000 1900.00| 2500.00000 2500.00| 2500.00000 2500.00 WATER SERVICE CONNECTION , 2 IN. | | | 0092 732-97009 5.000 EACH | 350.00000 1750.00| 600.00000 3000.00| 600.00000 3000.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0093 801-04308 14.000 EACH | 500.00000 7000.00| 568.16000 7954.24| 414.75000 5806.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0094 801-06625 28.000 EACH | 85.00000 2380.00| 140.96000 3946.88| 98.70000 2763.60 DETOUR ROUTE MARKER ASSEMBLY | | | 0095 801-06640 6.000 EACH | 400.00000 2400.00| 208.56000 1251.36| 152.25000 913.50 CONSTRUCTION SIGN, A | | | 0096 801-07118 224.000 LFT | 9.00000 2016.00| 29.99000 6717.76| 21.90000 4905.60 BARRICADE, III-A | | | 0097 801-07119 155.000 LFT | 11.00000 1705.00| 35.96000 5573.80| 26.25000 4068.75 BARRICADE, III-B | | | 0098 802-05704 756.000 LFT | 9.00000 6804.00| 8.15000 6161.40| 10.45000 7900.20 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0099 802-76025 207.000 SFT | 21.00000 4347.00| 19.00000 3933.00| 20.90000 4326.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1418333 |( 5 ) 35-1618530 |( 6 ) 35-2131982 |ROGERS GROUP, INC. |AMERICAN CONTRACTING & SERVI |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 805-01879 2.000 EACH | 775.00000 1550.00| 700.00000 1400.00| 693.00000 1386.00 SIGNAL SERVICE | | | 0101 805-04133 2.000 EACH | 815.00000 1630.00| 750.00000 1500.00| 542.00000 1084.00 SIGNAL PEDESTAL, 12 FT. | | | 0102 805-05669 2.000 EACH | 790.00000 1580.00| 725.00000 1450.00| 390.50000 781.00 FLASHING BEACON , SCHOOL SPEED LIMIT | | | ASSEMBLY | | | 0103 805-06592 78.000 LFT | 18.00000 1404.00| 16.75000 1306.50| 25.20000 1965.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0104 805-78010 2.000 EACH | 1100.00000 2200.00| 1000.00000 2000.00| 1134.00000 2268.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0105 805-78190 4.000 EACH | 220.00000 880.00| 200.00000 800.00| 277.25000 1109.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0106 805-78467 78.000 LFT | 3.00000 234.00| 2.70000 210.60| 2.02000 157.56 SIGNAL CABLE, 3C 8GA. | | | 0107 805-78470 440.000 LFT | 0.15000 66.00| 0.15000 66.00| 0.32000 140.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0108 805-78510 28.000 LFT | 2.00000 56.00| 2.25000 63.00| 0.76000 21.28 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0109 805-78795 150.000 LFT | 11.00000 1650.00| 10.00000 1500.00| 8.06000 1209.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0110 805-78900 2.000 EACH | 575.00000 1150.00| 525.00000 1050.00| 505.00000 1010.00 PEDESTAL FOUNDATION, A | | | 0111 808-03439 80.000 LFT | 4.00000 320.00| 8.49000 679.20| 6.20000 496.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0112 808-75245 6970.000 LFT | 0.40000 2788.00| 0.52000 3624.40| 0.38000 2648.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0113 808-75297 250.000 LFT | 4.00000 1000.00| 8.49000 2122.50| 6.20000 1550.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0114 808-75300 1410.000 LFT | 1.00000 1410.00| 1.12000 1579.20| 0.82000 1156.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0115 604-07902 17.000 SYS | 100.00000 1700.00| 105.00000 1785.00| 105.00000 1785.00 CURB RAMP, CONCRETE, H 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 201 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,060,833.83 ROUTE : 4TH STREET CALL ORDER : 201 CONTRACT ID : R -28027-A COUNTIES : GREENE LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1418333 |( 5 ) 35-1618530 |( 6 ) 35-2131982 |ROGERS GROUP, INC. |AMERICAN CONTRACTING & SERVI |J B I CONSTRUCTION INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0116 616-06451 136.000 TON | 35.00000 4760.00| 35.00000 4760.00| 23.79000 3235.44 RIPRAP, UNIFORM | | | SECTION TOTALS | $ 2,525,544.00| $ 2,595,380.24| $ 2,717,418.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,525,544.00| $ 2,595,380.24| $ 2,717,418.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 04/30/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 3,724,965.41 100.0000% ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, STREETSCAPE | | | 0001 105-06845 LUMP | 54000.00000 54000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 13.000 MOS | 2435.40000 31660.20| | FIELD OFFICE, C | | | 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 | 186248.27000 186248.27| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 120877.01000 120877.01| | CLEARING RIGHT OF WAY | | | 0007 202-02278 255.000 LFT | 7.30000 1861.50| | CURB, CONCRETE, REMOVE | | | 0008 202-02279 140.000 LFT | 6.57000 919.80| | CURB AND GUTTER, REMOVE | | | 0009 202-52710 1607.000 SYS | 6.39000 10268.73| | SIDEWALK, CONCRETE, REMOVE | | | 0010 202-99080 2.000 CYS | 666.00000 1332.00| | CONCRETE, REMOVE | | | 0011 203-02000 3180.000 CYS | 30.12000 95781.60| | EXCAVATION, COMMON | | | 0012 210-03827 3.000 EACH | 1044.00000 3132.00| | FOUNTAIN, DRINKING , REFURBISHED | | | 0014 210-05106 5.000 EACH | 1566.00000 7830.00| | CONCRETE POND, REMOVE | | | 0015 210-05533 2.000 EACH | 2772.00000 5544.00| | GRATE , ACCESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 210-05758 LUMP | 325620.00000 325620.00| | BUILDING , STAGE | | | 0017 210-05758 LUMP | 99000.00000 99000.00| | BUILDING , TRELLIS | | | 0018 210-05815 1.000 EACH | 6804.00000 6804.00| | LIGHTING CONTROL STATION | | | 0019 210-05893 1.000 EACH | 8640.00000 8640.00| | METAL , ORNAMENTAL, CAST BRONZE | | | 0020 210-06544 2.000 EACH | 1620.00000 3240.00| | WINDOWS , DEMOLITION | | | 0021 210-06799 3.000 CYS | 6274.80000 18824.40| | LIMESTONE , STEPS | | | 0022 210-07692 97.000 CFT | 301.12000 29208.64| | GRANITE , INDIANA, BOULDER 18 IN. TO 24 | | | IN. | | | 0023 210-07692 12.000 CFT | 1080.00000 12960.00| | GRANITE , VENEER | | | 0024 210-07694 LUMP | 19980.00000 19980.00| | TELECOMMUNICATIONS SYSTEM | | | 0025 210-07695 45.000 LFT | 317.81000 14301.45| | GRATE TRENCH , CURVED | | | 0026 210-07695 19.000 LFT | 308.70000 5865.30| | GRATE TRENCH , STRAIGHT | | | 0027 210-07724 LUMP | 10800.00000 10800.00| | WELL WATER SUPPLY SYSTEM | | | 0028 210-08373 112.000 SYS | 36.00000 4032.00| | SIDEWALK , STONE, REMOVE | | | 0029 210-08374 2386.000 SFT | 26.98000 64374.28| | STONE PAVING, 2 IN. | | | 0030 210-08374 1600.000 SFT | 34.59000 55344.00| | STONE PAVING, 6 IN. | | | 0031 210-08375 1433.000 CFT | 168.83000 241933.39| | LIMESTONE , CUT | | | 0032 210-08376 26.000 CFT | 174.46000 4535.96| | SANDSTONE | | | 0033 210-08377 336.000 SFT | 52.07000 17495.52| | GRANITE , INDIANA, BOULDER 2 IN. TO 9 | | | IN. | | | 0034 210-08377 850.000 SFT | 1.44000 1224.00| | GRANITE , INDIANA, BOULDER NO. 10 WASH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 210-08378 376.000 LFT | 74.39000 27970.64| | STONE , SALVAGED | | | 0036 210-08390 LUMP | 32400.00000 32400.00| | WATER CIRCULATING SYSTEM | | | 0037 210-08391 LUMP | 72360.00000 72360.00| | SIGNAGE , INTERPRETIVE | | | 0038 211-07454 1025.000 CYS | 28.08000 28782.00| | STRUCTURE BACKFILL | | | 0039 302-07455 184.000 CYS | 41.11000 7564.24| | DENSE GRADED SUBBASE | | | 0040 303-04489 2233.000 TON | 27.58000 61586.14| | COMPACTED CRUSHED AGGREGATE, 8 | | | 0041 306-08043 306.000 SYS | 17.28000 5287.68| | MILLING, TRANSITION | | | 0042 402-07432 379.000 TON | 54.00000 20466.00| | HMA SURFACE, TYPE A | | | 0043 402-07440 208.000 TON | 50.49000 10501.92| | HMA BASE. TYPE A | | | 0044 402-07450 4.000 TON | 54.00000 216.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0045 502-06627 22.000 SYS | 103.68000 2280.96| | PCCP, 6 IN. | | | 0046 601-04793 98.000 LFT | 388.80000 38102.40| | GUARDRAIL , ALUMINUM | | | 0047 601-95871 97.000 LFT | 164.16000 15923.52| | HANDRAIL , ALUMINUM | | | 0048 603-04244 1.000 EACH | 8991.00000 8991.00| | GATE , ORNAMENTAL | | | 0049 604-04927 150.000 LFT | 21.42000 3213.00| | CONCRETE CURB, MOUNTABLE | | | 0050 604-06070 195.000 SYS | 27.09000 5282.55| | SIDEWALK, CONCRETE | | | 0051 604-90256 3001.000 SYS | 37.44000 112357.44| | SIDEWALK, CONCRETE, 6 IN. | | | 0052 605-06120 119.000 LFT | 20.88000 2484.72| | CURB, CONCRETE | | | 0053 611-03668 2.000 EACH | 3402.00000 6804.00| | URN , ARCHITECTURAL PRECAST STONE | | | 0054 621-04316 200.000 LFT | 1.08000 216.00| | SPADE EDGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 621-06570 1100.000 CYS | 50.40000 55440.00| | TOP SOIL | | | 0056 621-06575 380.000 SYS | 6.48000 2462.40| | SODDING, NURSERY | | | 0057 621-98038 182.000 CYS | 60.48000 11007.36| | MULCH, HARDWOOD SHREDDED BARK | | | 0058 622-01937 203.000 EACH | 21.60000 4384.80| | PLANT , DECIDUOUS SHRUB, 1 GAL. | | | 0059 622-01937 27.000 EACH | 36.72000 991.44| | PLANT , VINES, 1 GAL. | | | 0060 622-04648 1.000 EACH | 2619.00000 2619.00| | TREE GRATE | | | 0061 622-04992 4.000 EACH | 2304.00000 9216.00| | DRAIN , POOL | | | 0062 622-05605 128.000 EACH | 6.48000 829.44| | PLANT, ANNUAL | | | 0063 622-05623 3.000 EACH | 90.72000 272.16| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, 36 IN. OR UNDER | | | 0064 622-05626 11.000 EACH | 345.60000 3801.60| | PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 72 TO 96 IN. | | | 0065 622-05633 236.000 EACH | 28.08000 6626.88| | PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, 18 IN. | | | OR UNDER | | | 0066 622-05639 51.000 EACH | 54.00000 2754.00| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0067 622-05640 24.000 EACH | 81.00000 1944.00| | PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0068 622-05641 15.000 EACH | 70.20000 1053.00| | PLANT, DECIDUOUS SHRUB, OVER 36 TO 48 | | | IN. | | | 0069 622-05644 14.000 EACH | 108.00000 1512.00| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 48 TO 72 IN. | | | 0071 622-05646 1.000 EACH | 415.80000 415.80| | PLANT, DECIDUOUS TREE, MULTI-STEM, OVER | | | 96 TO 120 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 622-05649 18.000 EACH | 324.00000 5832.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0073 622-05650 20.000 EACH | 513.00000 10260.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0074 622-05651 10.000 EACH | 594.00000 5940.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2.5 TO 3.5 IN. | | | 0075 622-05652 25.000 EACH | 648.00000 16200.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 3.5 IN. | | | 0076 622-05654 413.000 EACH | 21.60000 8920.80| | PLANT, PERENNIAL , 1 GAL. | | | 0077 622-05654 5650.000 EACH | 3.51000 19831.50| | PLANT, PERENNIAL , 2 IN. PLUG | | | 0079 702-01724 237.000 CYS | 586.40000 138976.80| | CONCRETE, C, FOOTINGS | | | 0080 702-05696 42.000 SFT | 88.56000 3719.52| | WATERPROOFING , POOL | | | 0081 702-52376 194.000 CYS | 849.14000 164733.16| | CONCRETE, C, STRUCTURES | | | 0082 702-93722 238.000 CYS | 544.90000 129686.20| | CONCRETE, C | | | 0083 703-06029 45570.000 LBS | 1.04000 47392.80| | REINFORCING BARS, EPOXY COATED | | | 0084 706-95798 16.000 EACH | 436.50000 6984.00| | SCUPPER DRAIN | | | 0085 708-51814 9914.000 SFT | 0.55000 5452.70| | WELDED STEEL WIRE FABRIC | | | 0086 710-51870 960.000 SFT | 11.76000 11289.60| | REPOINTING MASONRY IN STRUCTURES | | | 0087 711-04758 440.000 SFT | 14.32000 6300.80| | SIDEWALK , COMPACTED AGGREGATE | | | 0089 712-04960 LUMP | 94500.00000 94500.00| | RELOCATE PRIMARY ELECTRICAL DISTRIBUTIO | | | 0090 714-26708 16.000 LFT | 791.80000 12668.80| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 4 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 715-04612 167.000 LFT | 148.73000 24837.91| | PIPE , PVC, SDR-35, 10 IN. | | | 0093 715-04629 1.000 EACH | 1008.00000 1008.00| | PIPE CATCH BASIN, 10 IN. | | | 0094 715-05161 275.000 LFT | 127.61000 35092.75| | PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0095 715-05203 647.000 LFT | 14.40000 9316.80| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0096 715-05435 172.000 LFT | 28.80000 4953.60| | PIPE, UNDERDRAIN OUTLET, 4 IN. | | | 0097 715-06004 1.000 EACH | 2394.00000 2394.00| | CONCRETE ANCHOR, 48 IN. | | | 0098 715-08282 62.000 TON | 64.80000 4017.60| | HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0101 715-96040 162.000 LFT | 73.82000 11958.84| | PIPE, PVC, SDR 35, 12 IN. | | | 0102 716-07637 165.000 LFT | 1116.36000 184199.40| | PIPE INSTALLATION, TRENCHLESS, 48 IN. | | | 0103 718-02616 86.000 LFT | 35.50000 3053.00| | PIPE, PVC, SDR 35, 4 IN. | | | 0104 718-06532 3281.000 LFT | 0.97000 3182.57| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0105 718-99153 77.000 SYS | 6.61000 508.97| | GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-04682 5.000 EACH | 581.40000 2907.00| | INLET NOZZLE | | | 0107 720-44000 2.000 EACH | 576.00000 1152.00| | CASTING, ADJUST TO GRADE | | | 0108 720-44296 1.000 EACH | 468.00000 468.00| | CAP INLET | | | 0109 720-45045 1.000 EACH | 1185.48000 1185.48| | INLET, J10 | | | 0110 720-45250 1.000 EACH | 1946.88000 1946.88| | CATCH BASIN, K10 | | | 0111 720-45260 6.000 EACH | 1022.40000 6134.40| | PIPE CATCH BASIN, 12 IN. | | | 0112 720-45275 5.000 EACH | 1728.00000 8640.00| | PIPE CATCH BASIN, 24 IN. | | | 0113 720-45410 5.000 EACH | 3538.80000 17694.00| | MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 720-94612 2.000 EACH | 6795.00000 13590.00| | MANHOLE, K4 | | | 0115 720-98687 3.000 EACH | 2003.40000 6010.20| | CATCH BASIN, M10 | | | 0117 732-01525 1.000 EACH | 2520.00000 2520.00| | VALVE BOX , PLUG VALVE, 12 IN. | | | 0118 732-01525 3.000 EACH | 639.00000 1917.00| | VALVE BOX , PLUG VALVE, 4 IN. | | | 0119 732-04751 3.000 EACH | 739.80000 2219.40| | WATER SERVICE CONNECTION, 0.75 IN., | | | COPPER | | | 0120 732-04751 27.000 EACH | 669.60000 18079.20| | WATER SERVICE CONNECTION, 0.75 IN., | | | STEEL | | | 0122 732-04837 4041.000 EACH | 3.51000 14183.91| | PLUG , NATIVE GRASS AND WILDFLOWER, 2 | | | IN. | | | 0123 732-04926 3.000 EACH | 412.20000 1236.60| | VALVE , SHUT-OFF | | | 0124 732-04961 LUMP | 157320.00000 157320.00| | FOUNTAIN MECHANICAL SYSTEM | | | 0125 732-04964 723.000 LFT | 20.99000 15175.77| | WATER MAIN , PVC, SCHEDULE 80, 0.75 IN. | | | 0126 732-04964 175.000 LFT | 20.45000 3578.75| | WATER MAIN , PVC, SCHEDULE 80, 1 IN. | | | 0127 732-04964 420.000 LFT | 22.91000 9622.20| | WATER MAIN , PVC, SCHEDULE 80, 1.5 IN. | | | 0128 732-04964 76.000 LFT | 25.60000 1945.60| | WATER MAIN , PVC, SCHEDULE 80, 2 IN. | | | 0129 732-04964 55.000 LFT | 30.06000 1653.30| | WATER MAIN , PVC, SCHEDULE 80, 2.5 IN. | | | 0130 732-04964 55.000 LFT | 32.40000 1782.00| | WATER MAIN , PVC, SCHEDULE 80, 3 IN. | | | 0131 732-04964 65.000 LFT | 33.05000 2148.25| | WATER MAIN , PVC, SCHEDULE 80, 4 IN. | | | 0132 732-04964 95.000 LFT | 36.72000 3488.40| | WATER MAIN , PVC, SCHEDULE 80, 6 IN. | | | 0133 732-04964 100.000 LFT | 43.20000 4320.00| | WATER MAIN , PVC, SCHEDULE 80, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0134 732-04964 200.000 LFT | 21.56000 4312.00| | WATER MAIN , PVC, SCHEDULE 80. 1.25 IN. | | | 0135 732-04983 LUMP | 10800.00000 10800.00| | PIPE , WATER, DOMESTIC | | | 0136 732-04987 1.000 EACH | 6480.00000 6480.00| | CONNECTION , ELECTRICAL, TO FISH POND | | | CIRCULATING | | | 0137 802-04314 27.000 EACH | 621.00000 16767.00| | SIGN FOUNDATION, 1 POST | | | 0138 802-04314 19.000 EACH | 792.00000 15048.00| | SIGN FOUNDATION, 2 POST | | | 0140 805-02971 LUMP | 5400.00000 5400.00| | ELECTRICAL SERVICE TO STAGE | | | 0141 805-04973 3889.000 LFT | 7.02000 27300.78| | CONDUIT , PVC, 0.75 IN. | | | 0142 805-04973 240.000 LFT | 33.48000 8035.20| | CONDUIT , PVC, 4 IN. | | | 0143 805-06101 24.000 EACH | 810.00000 19440.00| | FOUNDATION , LIGHT TYPE A | | | 0144 805-06101 3.000 EACH | 4320.00000 12960.00| | FOUNDATION , LIGHT TYPE A, PARKING LOT | | | 0145 805-06101 10.000 EACH | 626.40000 6264.00| | FOUNDATION , TYPE B | | | 0146 807-02560 LUMP | 4320.00000 4320.00| | ELECTRICAL WORK , CONNECTION TO | | | FOUNTAIN PUMP | | | 0147 807-04651 810.000 LFT | 6.87000 5564.70| | WIRE , THHN, 500 MCM | | | 0148 807-04651 13616.000 LFT | 0.54000 7352.64| | WIRE , THHN, NO. 10 | | | 0149 807-04651 270.000 LFT | 2.32000 626.40| | WIRE , THHN, NO. 2 | | | 0150 807-04866 10.000 EACH | 1854.36000 18543.60| | LUMINAIRE , TYPE B | | | 0151 807-04866 24.000 EACH | 2538.00000 60912.00| | LUMINAIRE AND POLE, TYPE A | | | 0152 807-04866 3.000 EACH | 1784.16000 5352.48| | LUMINAIRE AND POLE, TYPE A1 | | | 0153 807-04999 1.000 EACH | 2700.00000 2700.00| | POST , UTILITY, 100 AMP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 205 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,999,977.94 ROUTE : CALL ORDER : 205 CONTRACT ID : R -28030-B COUNTIES : MARION LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1609544 |( ) |( ) |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0154 807-06796 1.000 EACH | 2484.00000 2484.00| | ELECTRIC PANEL 1L-1A | | | 0155 807-06796 1.000 EACH | 6264.00000 6264.00| | ELECTRIC PANEL 1L-5 | | | 0156 210-08410 LUMP | 64800.00000 64800.00| | BENCH SEATING, AMPHITHEATER | | | 0157 715-05152 109.000 LFT | 42.48000 4630.32| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0158 715-05146 209.000 LFT | 33.30000 6959.70| | PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0159 715-05147 279.000 LFT | 40.68000 11349.72| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0160 303-93714 22.000 EACH | 469.51000 10329.22| | BOULDER , GRANITE, INDIANA, 24 IN. TO | | | 36 IN. | | | 0161 303-93714 9.000 EACH | 874.60000 7871.40| | BOULDER , GRANITE, INDIANA, 36 IN. TO | | | 48 IN. | | | 0162 805-87780 1.000 EACH | 4104.00000 4104.00| | CIRCUIT BREAKER , 400 A, SINGLE PHASE | | | 0163 805-87780 1.000 EACH | 2808.00000 2808.00| | CIRCUIT BREAKER , ENCLOSED, SINGLE PHAS | | | 0164 807-06796 1.000 EACH | 1296.00000 1296.00| | ELECTRIC SUPPORT STRUCTURE | | | 0165 807-06796 1.000 EACH | 2376.00000 2376.00| | ELECTRIC PANEL C | | | 0166 714-01366 24.000 LFT | 864.80000 20755.20| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 4 FT. | | | 0167 715-05149 422.000 LFT | 67.05000 28295.10| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0168 715-04612 265.000 LFT | 19.67000 5212.55| | PIPE , TYPE 2, CIRCULAR, 4 IN. | | | 0169 622-01937 7.000 EACH | 194.40000 1360.80| | PLANT , DECIDUOUS TREE, SINGLE STEM, | | | SECTION TOTALS | $ 3,724,965.41| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,724,965.41| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 215 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 148,448.75 ROUTE : SR 67 CALL ORDER : 215 CONTRACT ID : R -28046-C COUNTIES : JAY LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/21/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 90-0177865 HIS CONSTRUCTORS LLC $ 151,298.00 100.0000% ==================================================================================================================================== |( 1 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 110-01001 LUMP | 7500.00000 7500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 69726.50000 69726.50| | HOUSES AND BUILDINGS, REMOVE , 1ST | | | BUILDING | | | 0003 202-03000 LUMP | 28715.00000 28715.00| | HOUSES AND BUILDINGS, REMOVE , 2ND | | | BUILDING | | | 0004 202-05544 800.000 GAL | 0.54000 432.00| | REGULATED MATERIALS, DISPOSE, C , SLUDG | | | 0005 202-05545 150.000 CYS | 54.89000 8233.50| | REGULATED MATERIALS, DISPOSE, C , SOIL | | | 0006 202-05549 800.000 GAL | 1.75000 1400.00| | REGULATED MATERIALS, REMOVE, C , SLUDGE | | | 0007 202-05550 150.000 CYS | 42.59000 6388.50| | REGULATED MATERIALS, REMOVE, C , SOIL | | | 0008 202-05554 800.000 GAL | 1.00000 800.00| | REGULATED MATERIALS, TRANSPORT, C , | | | SLUDGE | | | 0009 202-05555 150.000 CYS | 10.50000 1575.00| | REGULATED MATERIALS, TRANSPORT, C , SOI | | | 0010 202-05571 12.000 EACH | 162.00000 1944.00| | TESTING FOR WASTES , SOIL, 'THP, | | | GRO/DRO' (48 HR RESULTS) | | | 0011 202-05571 8.000 EACH | 42.00000 336.00| | TESTING FOR WASTES , WATER, 'BTEX/MTBE' | | | 0012 202-05824 3.000 EACH | 7615.00000 22845.00| | UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, 3000 THROUGH 6000 GALLONS | | | CAPACITY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 215 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 148,448.75 ROUTE : SR 67 CALL ORDER : 215 CONTRACT ID : R -28046-C COUNTIES : JAY LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 90-0177865 |( ) |( ) |HIS CONSTRUCTORS LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 621-01004 1.000 EACH | 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0014 621-06559 475.000 SYS | 1.90000 902.50| | MULCHED SEEDING, R | | | SECTION TOTALS | $ 151,298.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 151,298.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 221 CONTRACT ID : R -28058-A COUNTIES : POSEY LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 09/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 238,880.72 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 263,554.38 110.3289% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 231 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 2 CALL ORDER : 231 CONTRACT ID : R -28063-B COUNTIES : PORTER LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/14/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 80,300.00 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 85,000.00 105.8531% 3 35-1487677 MARSHALL, G.E., INC. $ 94,600.00 117.8082% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 27 CALL ORDER : 301 CONTRACT ID : RS-27040-A COUNTIES : WAYNE LETTING DATE : 04/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 985,500.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,747,355.89 ROUTE : SR 23 CALL ORDER : 311 CONTRACT ID : RS-27578-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,239,072.35 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,299,628.81 104.8872% 3 35-1120685 WALSH & KELLY INC $ 1,331,543.70 107.4630% ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HMA RESURFACE | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1900.00000 17100.00| 1375.00000 12375.00| 1950.00000 17550.00 FIELD OFFICE, B | | | 0003 105-07577 9.000 MOS | 132.00000 1188.00| 150.00000 1350.00| 385.00000 3465.00 CELLULAR SERVICE | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 45000.00000 45000.00| 64900.00000 64900.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02245 3.000 EACH | 500.00000 1500.00| 300.00000 900.00| 220.00000 660.00 TREE, 6 IN., REMOVE | | | 0008 202-02271 31.000 EACH | 301.00000 9331.00| 210.00000 6510.00| 150.00000 4650.00 HEADWALL, REMOVE | | | 0009 202-90277 2.000 EACH | 150.00000 300.00| 280.00000 560.00| 280.00000 560.00 DETECTOR HOUSING, REMOVE | | | 0010 202-96133 42.000 LFT | 38.75000 1627.50| 17.50000 735.00| 50.00000 2100.00 PIPE, REMOVE | | | 0011 203-02000 3950.000 CYS | 9.00000 35550.00| 6.00000 23700.00| 15.00000 59250.00 EXCAVATION, COMMON | | | 0012 203-02080 0.500 MILE | 6500.00000 3250.00| 10000.00000 5000.00| 12000.00000 6000.00 LINEAR GRADING | | | 0013 207-08268 3501.000 SYS | 13.25000 46388.25| 16.00000 56016.00| 15.00000 52515.00 SUBGRADE TREATMENT, TYPE IV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,747,355.89 ROUTE : SR 23 CALL ORDER : 311 CONTRACT ID : RS-27578-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 211-07454 15.000 CYS | 23.25000 348.75| 11.70000 175.50| 30.00000 450.00 STRUCTURE BACKFILL | | | 0015 303-07449 935.000 TON | 21.25000 19868.75| 21.50000 20102.50| 21.00000 19635.00 COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 500.000 TON | 20.00000 10000.00| 40.00000 20000.00| 40.00000 20000.00 HMA PATCHING, TYPE B | | | 0017 306-08036 63560.000 SYS | 0.40000 25424.00| 0.20000 12712.00| 0.80000 50848.00 MILLING, ASPHALT, 2 IN. | | | 0018 306-08042 12085.000 SYS | 0.60000 7251.00| 0.75000 9063.75| 0.80000 9668.00 MILLING, SCARIFICATION/PROFILE | | | 0019 306-08043 1650.000 SYS | 0.95000 1567.50| 5.40000 8910.00| 0.80000 1320.00 MILLING, TRANSITION | | | 0020 401-06264 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 6500.00000 6500.00 PROFILOGRAPH, HMA | | | 0021 401-07327 5800.000 TON | 39.50000 229100.00| 44.00000 255200.00| 44.00000 255200.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0022 401-07378 7750.000 TON | 36.50000 282875.00| 34.50000 267375.00| 35.00000 271250.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 12.5 mm | | | 0023 402-07441 5250.000 TON | 35.00000 183750.00| 39.50000 207375.00| 32.00000 168000.00 HMA BASE, TYPE B | | | 0024 406-05520 50.000 TON | 1.00000 50.00| 150.00000 7500.00| 250.00000 12500.00 ASPHALT FOR TACK COAT | | | 0025 506-06333 240.000 SYS | 40.00000 9600.00| 30.00000 7200.00| 1.00000 240.00 PCCP PATCHING, FULL DEPTH | | | 0026 610-07487 1285.000 TON | 59.50000 76457.50| 57.00000 73245.00| 60.00000 77100.00 HMA FOR APPROACHES, TYPE B | | | 0027 611-95023 4.000 EACH | 200.00000 800.00| 61.50000 246.00| 150.00000 600.00 MAILBOX ASSEMBLY, RESET | | | 0028 612-04315 18.160 TON | 895.00000 16253.20| 895.00000 16253.20| 895.00000 16253.20 ASPHALT MATERIAL FOR UNDERSEAL | | | 0029 612-05081 1.000 EACH | 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0030 612-60410 304.000 EACH | 8.50000 2584.00| 8.50000 2584.00| 8.50000 2584.00 DRILLED HOLE FOR UNDERSEAL | | | 0031 615-06527 2.000 EACH | 400.00000 800.00| 280.00000 560.00| 350.00000 700.00 MONUMENT, SECTION CORNER | | | 0032 616-06451 38.400 TON | 40.00000 1536.00| 47.00000 1804.80| 30.00000 1152.00 RIPRAP, UNIFORM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,747,355.89 ROUTE : SR 23 CALL ORDER : 311 CONTRACT ID : RS-27578-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 621-06574 1300.000 SYS | 6.00000 7800.00| 4.86000 6318.00| 4.86000 6318.00 SODDING | | | 0034 715-01662 1763.000 LFT | 7.00000 12341.00| 8.00000 14104.00| 7.00000 12341.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0035 715-02397 2.000 EACH | 2000.00000 4000.00| 2000.00000 4000.00| 1600.00000 3200.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0036 715-02979 93.000 LFT | 77.00000 7161.00| 125.52000 11673.36| 77.00000 7161.00 PIPE, POLYETHYLENE LINER, 12 IN. | | | 0037 715-03403 268.000 LFT | 84.00000 22512.00| 127.95000 34290.60| 84.00000 22512.00 PIPE, POLYETHYLENE LINER, 15 IN. | | | 0038 715-03487 4.000 EACH | 1700.00000 6800.00| 2000.00000 8000.00| 1200.00000 4800.00 SAFETY METAL END SECTION, 4:1, 30 IN. | | | 0039 715-05019 24.000 LFT | 70.75000 1698.00| 25.00000 600.00| 100.00000 2400.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0040 715-05118 4.000 LFT | 112.00000 448.00| 85.00000 340.00| 240.00000 960.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0041 715-05119 62.000 LFT | 33.00000 2046.00| 25.00000 1550.00| 120.00000 7440.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0042 715-05125 8.000 LFT | 126.00000 1008.00| 85.00000 680.00| 345.00000 2760.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0043 715-05151 30.000 LFT | 80.50000 2415.00| 25.00000 750.00| 60.00000 1800.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0044 715-46000 2.000 EACH | 473.00000 946.00| 250.00000 500.00| 350.00000 700.00 PIPE END SECTION, 12 IN. | | | 0045 715-46005 25.000 EACH | 491.00000 12275.00| 270.00000 6750.00| 370.00000 9250.00 PIPE END SECTION, 15 IN. | | | 0046 715-96913 72.000 LFT | 190.00000 13680.00| 228.90000 16480.80| 190.00000 13680.00 PIPE, POLYETHYLENE LINER, 36 IN. | | | 0047 720-44000 1.000 EACH | 169.00000 169.00| 260.00000 260.00| 400.00000 400.00 CASTING, ADJUST TO GRADE | | | 0048 801-06203 1912.000 LFT | 0.45000 860.40| 0.45000 860.40| 0.20000 382.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0049 801-06207 1912.000 LFT | 0.70000 1338.40| 1.00000 1912.00| 1.40000 2676.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0050 801-06640 31.000 EACH | 72.00000 2232.00| 72.00000 2232.00| 72.00000 2232.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP | 45000.00000 45000.00| 41380.00000 41380.00| 54000.00000 54000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,747,355.89 ROUTE : SR 23 CALL ORDER : 311 CONTRACT ID : RS-27578-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 804-04435 41.000 EACH | 5.00000 205.00| 8.00000 328.00| 1.40000 57.40 DELINEATOR POST, REMOVE , FLEXIBLE | | | 0053 804-06771 16.000 EACH | 17.00000 272.00| 17.00000 272.00| 17.00000 272.00 DELINEATOR POST, FLEXIBLE , GRAY | | | NON-REFLECTIVE | | | 0054 804-06771 49.000 EACH | 19.50000 955.50| 19.50000 955.50| 19.50000 955.50 DELINEATOR POST, FLEXIBLE , WHITE | | | 0055 805-01844 200.000 LFT | 14.00000 2800.00| 20.00000 4000.00| 20.00000 4000.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0056 805-78470 1112.000 LFT | 0.30000 333.60| 0.60000 667.20| 0.60000 667.20 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0057 805-78485 35.000 LFT | 1.00000 35.00| 1.40000 49.00| 1.40000 49.00 SIGNAL CABLE, 5C 14GA. | | | 0058 805-78490 45.000 LFT | 1.00000 45.00| 1.50000 67.50| 1.50000 67.50 SIGNAL CABLE, 7C 14GA. | | | 0059 805-78510 221.000 LFT | 1.00000 221.00| 1.30000 287.30| 1.30000 287.30 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0060 805-78785 2.000 EACH | 450.00000 900.00| 500.00000 1000.00| 500.00000 1000.00 SIGNAL DETECTOR HOUSING | | | 0061 805-78795 550.000 LFT | 11.00000 6050.00| 7.60000 4180.00| 7.50000 4125.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0062 805-92951 7.000 EACH | 220.00000 1540.00| 320.00000 2240.00| 320.00000 2240.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0063 805-94684 127.000 LFT | 1.00000 127.00| 1.10000 139.70| 1.10000 139.70 SIGNAL CABLE DETECTOR, LEAD IN, INSTALL | | | 0064 808-06703 44300.000 LFT | 0.25000 11075.00| 0.23000 10189.00| 0.23000 10189.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0065 808-75240 3960.000 LFT | 0.25000 990.00| 0.23000 910.80| 0.23000 910.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0066 808-75245 14405.000 LFT | 0.25000 3601.25| 0.23000 3313.15| 0.23000 3313.15 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0067 808-75297 225.000 LFT | 3.65000 821.25| 3.65000 821.25| 3.65000 821.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0068 808-75320 6.000 EACH | 77.50000 465.00| 77.50000 465.00| 77.50000 465.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,747,355.89 ROUTE : SR 23 CALL ORDER : 311 CONTRACT ID : RS-27578-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 808-75325 3.000 EACH | 112.00000 336.00| 112.00000 336.00| 112.00000 336.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0070 808-75340 1.000 EACH | 460.00000 460.00| 460.00000 460.00| 460.00000 460.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0071 808-75996 395.000 EACH | 5.00000 1975.00| 6.20000 2449.00| 8.00000 3160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0072 808-75998 395.000 EACH | 17.50000 6912.50| 17.50000 6912.50| 17.50000 6912.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0073 805-05582 1.000 EACH | 1100.00000 1100.00| 650.00000 650.00| 650.00000 650.00 FIBER OPTIC TERMINATION | | | 0074 805-01842 2.000 EACH | 560.00000 1120.00| 1700.00000 3400.00| 850.00000 1700.00 HANDHOLE, SIGNAL | | | SECTION TOTALS | $ 1,239,072.35| $ 1,299,628.81| $ 1,331,543.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,239,072.35| $ 1,299,628.81| $ 1,331,543.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 317 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,069.80 ROUTE : SR 237 CALL ORDER : 317 CONTRACT ID : RS-27595-A COUNTIES : PERRY LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 803,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 898,946.40 111.9485% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( ) |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 12300.00000 12300.00| 5500.00000 5500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1100.00000 7700.00| 1775.00000 12425.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 40150.00000 40150.00| 44500.00000 44500.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 2800.00000 2800.00| 1600.00000 1600.00| CLEARING RIGHT OF WAY | | | 0007 202-02241 100.000 LFT | 6.50000 650.00| 10.60000 1060.00| GUARDRAIL, REMOVE | | | 0008 202-02844 1.000 EACH | 1320.00000 1320.00| 1320.00000 1320.00| SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE | | | 0009 202-74050 1.000 EACH | 144.00000 144.00| 144.00000 144.00| SIGN, OVERHEAD, REMOVE | | | 0010 202-93741 2.000 EACH | 351.00000 702.00| 530.00000 1060.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 202-99626 1.000 EACH | 650.00000 650.00| 750.00000 750.00| FOUNDATION FOR SIGNING, REMOVE | | | 0012 203-02376 LUMP | 15000.00000 15000.00| 12500.00000 12500.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0013 205-06931 100.000 TON | 22.00000 2200.00| 27.00000 2700.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 317 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,069.80 ROUTE : SR 237 CALL ORDER : 317 CONTRACT ID : RS-27595-A COUNTIES : PERRY LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( ) |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 213-08058 444.000 CYS | 57.00000 25308.00| 51.00000 22644.00| FLOWABLE BACKFILL | | | 0015 303-07449 950.000 TON | 15.40000 14630.00| 22.00000 20900.00| COMPACTED AGGREGATE, NO. 73 | | | 0016 304-07490 500.000 TON | 85.00000 42500.00| 66.00000 33000.00| HMA PATCHING, TYPE B | | | 0017 306-08042 76920.000 SYS | 0.11000 8461.20| 0.30000 23076.00| MILLING, SCARIFICATION/PROFILE | | | 0018 306-08043 1340.000 SYS | 0.55000 737.00| 4.85000 6499.00| MILLING, TRANSITION | | | 0019 401-07328 6460.000 TON | 39.00000 251940.00| 43.75000 282625.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0020 402-07451 150.000 TON | 39.00000 5850.00| 70.00000 10500.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0021 405-05517 20.000 TON | 400.00000 8000.00| 325.00000 6500.00| ASPHALT FOR PRIME COAT | | | 0022 406-05520 24.000 TON | 172.00000 4128.00| 192.00000 4608.00| ASPHALT FOR TACK COAT | | | 0023 610-07487 1102.000 TON | 47.00000 51794.00| 104.00000 114608.00| HMA FOR APPROACHES, TYPE B | | | 0024 616-02320 6311.000 SYS | 1.30000 8204.30| 1.40000 8835.40| GEOTEXTILES | | | 0025 616-06451 5753.000 TON | 16.15000 92910.95| 18.50000 106430.50| RIPRAP, UNIFORM | | | 0026 621-01004 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 200.000 SYS | 7.50000 1500.00| 7.50000 1500.00| MULCHED SEEDING, R | | | 0028 715-05121 429.000 LFT | 67.00000 28743.00| 72.00000 30888.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0029 715-05123 48.000 LFT | 85.00000 4080.00| 84.00000 4032.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0030 715-05125 204.000 LFT | 73.00000 14892.00| 76.00000 15504.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0031 715-08283 110.000 SYS | 55.00000 6050.00| 86.00000 9460.00| PCCP FRO STRUCTURE INSTALLATION | | | 0032 715-08305 98.000 TON | 63.00000 6174.00| 86.00000 8428.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 317 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,069.80 ROUTE : SR 237 CALL ORDER : 317 CONTRACT ID : RS-27595-A COUNTIES : PERRY LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( ) |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 715-46010 10.000 EACH | 265.00000 2650.00| 525.00000 5250.00| PIPE END SECTION, 18 IN. | | | 0034 715-46020 1.000 EACH | 300.00000 300.00| 550.00000 550.00| PIPE END SECTION, 24 IN. | | | 0035 715-46030 4.000 EACH | 380.00000 1520.00| 650.00000 2600.00| PIPE END SECTION, 30 IN. | | | 0036 801-06203 7680.000 LFT | 0.35000 2688.00| 0.45000 3456.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 7680.000 LFT | 0.90000 6912.00| 1.20000 9216.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 76.000 EACH | 105.00000 7980.00| 79.00000 6004.00| CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP | 61945.77000 61945.77| 13000.00000 13000.00| MAINTAINING TRAFFIC | | | 0040 801-07118 96.000 LFT | 26.50000 2544.00| 12.00000 1152.00| BARRICADE, III-A | | | 0041 805-02503 480.000 LFT | 0.30000 144.00| 0.30000 144.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0042 805-78795 300.000 LFT | 7.68000 2304.00| 7.75000 2325.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0043 808-06705 472.000 LFT | 0.79000 372.88| 1.00000 472.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0044 808-06706 83.000 LFT | 7.90000 655.70| 3.00000 249.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0045 808-06712 1360.000 LFT | 0.21000 285.60| 0.08000 108.80| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0046 808-06713 63235.000 LFT | 0.08000 5058.80| 0.08000 5058.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0047 808-06714 46080.000 LFT | 0.08000 3686.40| 0.08000 3686.40| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0048 808-75215 250.000 LFT | 2.90000 725.00| 1.50000 375.00| LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0049 808-75320 2.000 EACH | 65.00000 130.00| 62.00000 124.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0050 808-75325 1.000 EACH | 75.00000 75.00| 87.00000 87.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 317 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 882,069.80 ROUTE : SR 237 CALL ORDER : 317 CONTRACT ID : RS-27595-A COUNTIES : PERRY LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( ) |GOHMANN ASPHALT & CONSTR., I |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 808-92027 140.000 LFT | 0.79000 110.60| 1.00000 140.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0052 808-96016 102.000 LFT | 2.90000 295.80| 1.50000 153.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | | IN. | | | 0053 801-06625 27.000 EACH | 98.00000 2646.00| 60.00000 1620.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0054 715-05246 412.000 LFT | 79.00000 32548.00| 92.00000 37904.00| PIPE, TYPE 1, DEFORMED, 14.7 SQ. FT. | | | 0055 715-05840 2.000 EACH | 1050.00000 2100.00| 2200.00000 4400.00| CONCRETE ANCHOR, MIN. AREA 14.7 SQ.FT. | | | 0056 720-45085 1.000 EACH | 2330.00000 2330.00| 2700.00000 2700.00| INLET, T14 | | | 0057 211-07454 71.000 CYS | 32.00000 2272.00| 47.50000 3372.50| STRUCTURE BACKFILL | | | SECTION TOTALS | $ 803,000.00| $ 898,946.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 803,000.00| $ 898,946.40| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,503,074.82 ROUTE : SR 124 CALL ORDER : 321 CONTRACT ID : RS-27695-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/05/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 985,610.80 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,141,668.10 115.8336% ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |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 ASPHALT RESURFACE & WIDENING | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 4120.00000 4120.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 600.00000 3600.00| 1535.00000 9210.00| 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 | 49000.00000 49000.00| 56500.00000 56500.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02241 100.000 LFT | 30.00000 3000.00| 2.15000 215.00| GUARDRAIL, REMOVE | | | 0007 203-90014 6.000 STA | 600.00000 3600.00| 500.00000 3000.00| LINEAR GRADING | | | 0008 205-06933 3.000 EACH | 30.00000 90.00| 125.00000 375.00| TEMPORARY DITCH INLET PROTECTION | | | 0009 211-07454 15.000 CYS | 56.00000 840.00| 72.58000 1088.70| STRUCTURE BACKFILL | | | 0010 213-04324 50.000 CYS | 300.00000 15000.00| 200.00000 10000.00| FLOWABLE FILL | | | 0011 303-01180 200.000 TON | 4.00000 800.00| 5.00000 1000.00| COMPACTED AGGREGATE, NO. 53 | | | 0012 304-07490 180.000 TON | 70.00000 12600.00| 67.42000 12135.60| HMA PATCHING, TYPE B | | | 0014 304-07493 9360.000 TON | 17.00000 159120.00| 22.67000 212191.20| WIDENING WITH HMA, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,503,074.82 ROUTE : SR 124 CALL ORDER : 321 CONTRACT ID : RS-27695-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 306-08033 50000.000 SYS | 0.01000 500.00| 0.01000 500.00| MILLING, ASPHALT, 1 IN. | | | 0016 306-08043 2300.000 SYS | 0.01000 23.00| 0.89000 2047.00| MILLING, TRANSITION | | | 0017 401-06264 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| PROFILOGRAPH, HMA | | | 0018 401-07321 5700.000 TON | 22.00000 125400.00| 31.00000 176700.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0019 401-07371 10420.000 TON | 22.00000 229240.00| 30.42000 316976.40| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | | 0020 402-07451 440.000 TON | 27.00000 11880.00| 34.60000 15224.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0021 406-05520 26.000 TON | 145.00000 3770.00| 225.98000 5875.48| ASPHALT FOR TACK COAT | | | 0022 507-07479 480.000 TON | 50.00000 24000.00| 68.82000 33033.60| HMA PARTIAL DEPTH PATCH ,TYPE B | | | 0023 601-06035 2975.000 LFT | 7.00000 20825.00| 5.70000 16957.50| GUARDRAIL, RESET | | | 0024 601-06854 2.000 EACH | 2100.00000 4200.00| 2875.00000 5750.00| GUARDRAIL, W-BEAM, NESTED | | | 0025 601-94689 8.000 EACH | 2771.08000 22168.64| 2400.00000 19200.00| GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 675.000 LFT | 14.00000 9450.00| 15.95000 10766.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 608-04395 20.000 TON | 37.57000 751.40| 83.91000 1678.20| AGGREGATE FOR SHOULDER DRAINS | | | 0028 610-07487 400.000 TON | 12.00000 4800.00| 52.60000 21040.00| HMA FOR APPROACHES, TYPE B | | | 0029 615-06520 4.000 EACH | 331.44000 1325.76| 318.44000 1273.76| MONUMENT, RE-ESTABLISH | | | 0030 616-02320 350.000 SYS | 2.00000 700.00| 1.46000 511.00| GEOTEXTILES | | | 0031 616-06405 350.000 TON | 21.29000 7451.50| 25.00000 8750.00| RIPRAP, REVETMENT | | | 0032 621-01004 1.000 EACH | 250.00000 250.00| 250.00000 250.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.250 TON | 1200.00000 300.00| 1200.00000 300.00| FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,503,074.82 ROUTE : SR 124 CALL ORDER : 321 CONTRACT ID : RS-27695-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |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 621-06559 150.000 SYS | 4.30000 645.00| 4.30000 645.00| MULCHED SEEDING, R | | | 0035 715-04612 80.000 LFT | 211.00000 16880.00| 153.87000 12309.60| PIPE , TYPE 1, CIRCULAR, 76 IN. | | | 0036 715-05208 20.000 LFT | 27.00000 540.00| 39.87000 797.40| PIPE, TYPE 4, CIRCULAR, 15 IN. | | | 0037 715-05212 20.000 LFT | 35.00000 700.00| 49.66000 993.20| PIPE, TYPE 4, CIRCULAR, 24 IN. | | | 0038 715-06358 2.000 EACH | 1100.00000 2200.00| 971.85000 1943.70| CONCRETE ANCHOR, 78 IN. | | | 0039 801-04308 5.000 EACH | 110.00000 550.00| 110.00000 550.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0040 801-06207 1000.000 LFT | 6.00000 6000.00| 5.00000 5000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06625 28.000 EACH | 40.00000 1120.00| 40.00000 1120.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 40.000 EACH | 57.00000 2280.00| 57.00000 2280.00| CONSTRUCTION SIGN, A | | | 0043 801-06645 2.000 EACH | 20.00000 40.00| 20.00000 40.00| CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP | 186000.00000 186000.00| 113187.51000 113187.51| MAINTAINING TRAFFIC | | | 0045 801-07119 288.000 LFT | 6.00000 1728.00| 6.00000 1728.00| BARRICADE, III-B | | | 0046 802-05704 325.000 LFT | 10.00000 3250.00| 10.50000 3412.50| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0047 802-91122 16.000 EACH | 120.00000 1920.00| 130.00000 2080.00| SIGN, GROUND MOUNTED, RESET | | | 0048 804-06771 10.000 EACH | 30.00000 300.00| 26.00000 260.00| DELINEATOR POST, FLEXIBLE | | | 0049 808-06703 39525.000 LFT | 0.22000 8695.50| 0.22000 8695.50| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0050 808-06712 4100.000 LFT | 2.00000 8200.00| 0.12000 492.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0051 808-06714 4400.000 LFT | 2.00000 8800.00| 0.12000 528.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0052 808-75297 30.000 LFT | 2.50000 75.00| 2.50000 75.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,503,074.82 ROUTE : SR 124 CALL ORDER : 321 CONTRACT ID : RS-27695-A COUNTIES : HUNTINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1065659 |( ) |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 303-07449 2000.000 TON | 3.00000 6000.00| 13.18000 26360.00| COMPACTED AGGREGATE, NO. 73 | | | 0054 801-06203 2000.000 LFT | 1.00000 2000.00| 4.50000 9000.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | SECTION TOTALS | $ 985,610.80| $ 1,141,668.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 985,610.80| $ 1,141,668.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 323 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 154 CALL ORDER : 323 CONTRACT ID : RS-27712-C COUNTIES : SULLIVAN LETTING DATE : 04/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,553,191.31 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,825,758.53 ROUTE : SR 60 CALL ORDER : 331 CONTRACT ID : RS-27950-A COUNTIES : CLARK WASHINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,272,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,377,914.35 108.3266% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( ) |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| FIELD OFFICE, A | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 63600.00000 63600.00| 8000.00000 8000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 3258.000 TON | 11.50000 37467.00| 12.00000 39096.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 500.000 TON | 76.00000 38000.00| 100.00000 50000.00| HMA PATCHING, TYPE B | | | 0007 306-08042 336682.000 SYS | 0.07000 23567.74| 0.20000 67336.40| MILLING, SCARIFICATION/PROFILE | | | 0008 306-08043 30909.000 SYS | 0.05000 1545.45| 0.50000 15454.50| MILLING, TRANSITION | | | 0009 401-07320 4606.500 TON | 29.00000 133588.50| 32.00000 147408.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0010 401-07328 23169.890 TON | 30.30000 702047.67| 33.00000 764606.37| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0011 402-07451 300.000 TON | 30.30000 9090.00| 50.00000 15000.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0012 406-05520 109.000 TON | 172.00000 18748.00| 180.00000 19620.00| ASPHALT FOR TACK COAT | | | 0013 610-07487 2550.000 TON | 42.00000 107100.00| 45.00000 114750.00| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,825,758.53 ROUTE : SR 60 CALL ORDER : 331 CONTRACT ID : RS-27950-A COUNTIES : CLARK WASHINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( ) |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 720-44000 2.000 EACH | 260.00000 520.00| 800.00000 1600.00| CASTING, ADJUST TO GRADE | | | 0015 801-06203 22972.000 LFT | 0.25000 5743.00| 0.25000 5743.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 22972.000 LFT | 0.75000 17229.00| 0.50000 11486.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 92.000 EACH | 105.00000 9660.00| 110.00000 10120.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 20965.41000 20965.41| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0019 808-06712 19133.000 LFT | 0.06000 1147.98| 0.06000 1147.98| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0020 808-06713 186170.000 LFT | 0.08000 14893.60| 0.08000 14893.60| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0021 808-06714 92300.000 LFT | 0.09000 8307.00| 0.08500 7845.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 149.000 LFT | 10.00000 1490.00| 10.00000 1490.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0023 808-75300 40.000 LFT | 6.00000 240.00| 6.00000 240.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0024 808-75340 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0025 808-75994 10.000 EACH | 12.50000 125.00| 15.00000 150.00| PRISMATIC REFLECTOR | | | 0026 808-75996 2197.000 EACH | 5.00000 10985.00| 6.00000 13182.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 808-75998 2197.000 EACH | 17.45000 38337.65| 19.00000 41743.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,272,000.00| $ 1,377,914.35| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,272,000.00| $ 1,377,914.35| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 257,608.51 ROUTE : 60 CALL ORDER : 341 CONTRACT ID : RS-27951-A COUNTIES : WASHINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 256,300.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 288,893.55 112.7170% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( ) |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 12800.00000 12800.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 304-07490 250.000 TON | 106.00000 26500.00| 100.00000 25000.00| HMA PATCHING, TYPE B | | | 0006 306-08032 1936.000 SYS | 1.34000 2594.24| 2.00000 3872.00| MILLING, TRANSITION | | | 0007 306-08042 22497.000 SYS | 0.74000 16647.78| 1.00000 22497.00| MILLING, SCARIFICATION/PROFILE | | | 0008 401-07334 1856.000 TON | 38.00000 70528.00| 47.50000 88160.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0009 406-05520 8.000 TON | 172.00000 1376.00| 200.00000 1600.00| ASPHALT FOR TACK COAT | | | 0010 503-03489 24.000 EACH | 16.70000 400.80| 10.00000 240.00| RETROFITTED TIE BARS | | | 0011 503-05240 100.000 LFT | 17.10000 1710.00| 10.00000 1000.00| D-1 CONTRACTION JOINT | | | 0012 506-06333 500.000 SYS | 122.00000 61000.00| 110.00000 55000.00| PCCP PATCHING, FULL DEPTH | | | 0013 610-07487 160.000 TON | 50.00000 8000.00| 60.00000 9600.00| HMA FOR APPROACHES, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 257,608.51 ROUTE : 60 CALL ORDER : 341 CONTRACT ID : RS-27951-A COUNTIES : WASHINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( ) |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 720-44000 15.000 EACH | 260.00000 3900.00| 400.00000 6000.00| CASTING, ADJUST TO GRADE | | | 0015 801-06203 3900.000 LFT | 0.35000 1365.00| 0.25000 975.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0016 801-06207 3900.000 LFT | 0.95000 3705.00| 0.50000 1950.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 26.000 EACH | 110.00000 2860.00| 120.00000 3120.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP | 17518.36000 17518.36| 25000.00000 25000.00| MAINTAINING TRAFFIC | | | 0019 805-78470 3375.000 LFT | 0.52000 1755.00| 0.50000 1687.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0020 805-78510 340.000 LFT | 1.53000 520.20| 2.50000 850.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0021 805-78795 1080.000 LFT | 7.90000 8532.00| 7.00000 7560.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 805-92951 7.000 EACH | 170.00000 1190.00| 150.00000 1050.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 807-98690 9.000 EACH | 146.00000 1314.00| 200.00000 1800.00| HANDHOLE ADJUSTED TO GRADE | | | 0024 808-06711 650.000 LFT | 0.26000 169.00| 0.30000 195.00| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0025 808-06712 345.000 LFT | 0.26000 89.70| 0.30000 103.50| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0026 808-06713 3651.000 LFT | 0.22000 803.22| 0.30000 1095.30| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0027 808-06714 6535.000 LFT | 0.22000 1437.70| 0.30000 1960.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0028 808-75056 825.000 LFT | 0.62000 511.50| 0.75000 618.75| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 8 IN. | | | 0029 808-75297 111.000 LFT | 5.90000 654.90| 12.00000 1332.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0030 808-75300 1020.000 LFT | 0.78000 795.60| 2.50000 2550.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0031 808-75320 5.000 EACH | 60.00000 300.00| 125.00000 625.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 257,608.51 ROUTE : 60 CALL ORDER : 341 CONTRACT ID : RS-27951-A COUNTIES : WASHINGTON LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( ) |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 808-75325 2.000 EACH | 65.00000 130.00| 225.00000 450.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0033 808-75340 2.000 EACH | 295.00000 590.00| 1000.00000 2000.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 256,300.00| $ 288,893.55| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 256,300.00| $ 288,893.55| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,539.01 ROUTE : 62 CALL ORDER : 351 CONTRACT ID : RS-27953-A COUNTIES : CLARK LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,096,714.13 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,168,000.00 106.4999% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1000.00000 6000.00| 1100.00000 6600.00| FIELD OFFICE, B | | | 0002 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0004 110-01001 LUMP | 13000.00000 13000.00| 58400.00000 58400.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 210.000 TON | 20.00000 4200.00| 14.00000 2940.00| COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 708.000 TON | 50.00000 35400.00| 88.00000 62304.00| HMA PATCHING, TYPE B | | | 0007 306-08032 10071.000 SYS | 0.50000 5035.50| 0.15000 1510.65| MILLING, TRANSITION | | | 0008 306-08034 296327.000 SYS | 0.20000 59265.40| 0.20000 59265.40| MILLING, ASPHALT, 1 1/2 IN. | | | 0009 401-06264 LUMP | 5000.00000 5000.00| 3200.00000 3200.00| PROFILOGRAPH, HMA | | | 0010 401-07329 24447.000 TON | 32.00000 782304.00| 30.00000 733410.00| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0011 406-05520 102.000 TON | 180.00000 18360.00| 172.00000 17544.00| ASPHALT FOR TACK COAT | | | 0012 610-07487 831.000 TON | 55.00000 45705.00| 50.00000 41550.00| HMA FOR APPROACHES, TYPE B | | | 0013 720-44000 5.000 EACH | 500.00000 2500.00| 260.00000 1300.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,539.01 ROUTE : 62 CALL ORDER : 351 CONTRACT ID : RS-27953-A COUNTIES : CLARK LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 801-06207 44000.000 LFT | 0.50000 22000.00| 0.80000 35200.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0015 801-06640 38.000 EACH | 120.00000 4560.00| 105.00000 3990.00| CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP | 20000.00000 20000.00| 63229.47000 63229.47| MAINTAINING TRAFFIC | | | 0017 805-78470 4375.000 LFT | 0.75000 3281.25| 0.50000 2187.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0018 805-78510 438.000 LFT | 2.00000 876.00| 1.50000 657.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0019 805-78795 1400.000 LFT | 8.00000 11200.00| 7.80000 10920.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0020 805-92951 13.000 EACH | 300.00000 3900.00| 280.00000 3640.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0021 808-06694 1930.000 LFT | 0.07000 135.10| 0.70000 1351.00| LINE, PAINT, SOLID, YELLOW, 8 IN. | | | 0022 808-06711 20589.000 LFT | 0.08000 1647.12| 0.08000 1647.12| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0023 808-06713 83710.000 LFT | 0.08000 6696.80| 0.08000 6696.80| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0024 808-06714 80812.000 LFT | 0.08000 6464.96| 0.08000 6464.96| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0025 808-75008 1579.000 LFT | 0.70000 1105.30| 0.70000 1105.30| LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0026 808-75060 1227.000 LFT | 1.00000 1227.00| 1.00000 1227.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 12 IN. | | | 0027 808-75090 820.000 LFT | 2.00000 1640.00| 2.00000 1640.00| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 24 IN. | | | 0028 808-75297 390.000 LFT | 5.00000 1950.00| 5.00000 1950.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0029 808-75320 16.000 EACH | 60.00000 960.00| 55.00000 880.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 7.000 EACH | 80.00000 560.00| 80.00000 560.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,716,539.01 ROUTE : 62 CALL ORDER : 351 CONTRACT ID : RS-27953-A COUNTIES : CLARK LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-2040801 |( ) |O'MARA, DAVE CONTRACTOR |GOHMANN ASPHALT & CONSTR., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-75340 8.000 EACH | 400.00000 3200.00| 400.00000 3200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0032 808-75994 1137.000 EACH | 0.10000 113.70| 0.10000 113.70| PRISMATIC REFLECTOR | | | 0033 808-75996 1137.000 EACH | 7.00000 7959.00| 7.75000 8811.75| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0034 808-75998 1137.000 EACH | 18.00000 20466.00| 21.55000 24502.35| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,096,714.13| $ 1,168,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,096,714.13| $ 1,168,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,533,106.99 ROUTE : SR 101 CALL ORDER : 361 CONTRACT ID : RS-27954-A COUNTIES : RIPLEY LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,181,982.55 100.0000% 2 35-0844079 ROHE, PAUL H. COMPANY $ 1,183,790.34 100.1529% 3 35-1418333 ROGERS GROUP, INC. $ 1,395,101.00 118.0306% ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 35-1418333 |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 8.000 MOS | 1000.00000 8000.00| 1400.00000 11200.00| 1500.00000 12000.00 FIELD OFFICE, B | | | 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 | 10000.00000 10000.00| 7500.00000 7500.00| 65538.61000 65538.61 MOBILIZATION AND DEMOBILIZATION | | | 0005 303-01180 1000.000 TON | 17.00000 17000.00| 26.00000 26000.00| 17.00000 17000.00 COMPACTED AGGREGATE, NO. 53 | | | 0006 304-07490 1190.080 TON | 60.00000 71404.80| 65.00000 77355.20| 100.00000 119008.00 HMA PATCHING, TYPE B | | | 0007 306-08032 26153.000 SYS | 0.20000 5230.60| 0.24000 6276.72| 0.27000 7061.31 MILLING, TRANSITION | | | 0008 306-08033 217363.000 SYS | 0.25000 54340.75| 0.18000 39125.34| 0.28000 60861.64 MILLING, ASPHALT, 1 IN. | | | 0009 306-08034 51452.000 SYS | 0.25000 12863.00| 0.20000 10290.40| 0.32000 16464.64 MILLING, ASPHALT, 1 1/2 IN. | | | 0010 401-06264 LUMP | 3500.00000 3500.00| 3000.00000 3000.00| 5200.00000 5200.00 PROFILOGRAPH, HMA | | | 0011 401-07328 22177.210 TON | 35.00000 776202.35| 35.40000 785073.23| 39.00000 864911.19 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0012 402-07451 100.000 TON | 50.00000 5000.00| 60.00000 6000.00| 53.00000 5300.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0013 406-05520 98.220 TON | 180.00000 17679.60| 190.00000 18661.80| 200.00000 19644.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,533,106.99 ROUTE : SR 101 CALL ORDER : 361 CONTRACT ID : RS-27954-A COUNTIES : RIPLEY LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 35-1418333 |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 610-07487 2157.630 TON | 50.00000 107881.50| 55.00000 118669.65| 47.00000 101408.61 HMA FOR APPROACHES, TYPE B | | | 0015 615-06525 1.000 EACH | 500.00000 500.00| 350.00000 350.00| 500.00000 500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 720-44000 49.000 EACH | 250.00000 12250.00| 250.00000 12250.00| 250.00000 12250.00 CASTING, ADJUST TO GRADE | | | 0017 801-06207 23000.000 LFT | 0.50000 11500.00| 0.80000 18400.00| 0.85000 19550.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 78.000 EACH | 125.00000 9750.00| 63.00000 4914.00| 63.00000 4914.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 25000.00000 25000.00| 15235.00000 15235.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0020 808-05929 864.000 LFT | 2.50000 2160.00| 0.90000 777.60| 0.90000 777.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0021 808-06712 15781.500 LFT | 0.10000 1578.15| 0.09000 1420.34| 0.09000 1420.34 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 183570.000 LFT | 0.10000 18357.00| 0.07000 12849.90| 0.07000 12849.90 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 84388.000 LFT | 0.10000 8438.80| 0.07000 5907.16| 0.07000 5907.16 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 448.000 LFT | 3.00000 1344.00| 2.75000 1232.00| 2.75000 1232.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75340 4.000 EACH | 500.00000 2000.00| 325.00000 1300.00| 325.00000 1300.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | SECTION TOTALS | $ 1,181,982.55| $ 1,183,790.34| $ 1,395,101.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,181,982.55| $ 1,183,790.34| $ 1,395,101.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,469.55 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : RS-27955-A COUNTIES : JACKSON LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 686,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 717,627.75 104.6105% 3 35-1418333 ROGERS GROUP, INC. $ 781,111.11 113.8646% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1418333 |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07039 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 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 | 34300.00000 34300.00| 23000.00000 23000.00| 24290.31000 24290.31 MOBILIZATION AND DEMOBILIZATION | | | 0005 301-07448 2200.000 TON | 14.40000 31680.00| 8.00000 17600.00| 15.00000 33000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0006 304-07491 400.000 TON | 95.00000 38000.00| 100.00000 40000.00| 100.00000 40000.00 HMA PATCHING, TYPE C | | | 0007 306-08032 8434.000 SYS | 0.60000 5060.40| 0.50000 4217.00| 0.46000 3879.64 MILLING, TRANSITION | | | 0008 306-08033 53217.000 SYS | 0.08000 4257.36| 0.25000 13304.25| 0.30000 15965.10 MILLING, ASPHALT, 1 IN. | | | 0009 306-08034 24075.000 SYS | 0.08000 1926.00| 0.30000 7222.50| 0.43000 10352.25 MILLING, ASPHALT, 1 1/2 IN. | | | 0010 401-06264 LUMP | 3200.00000 3200.00| 3500.00000 3500.00| 3200.00000 3200.00 PROFILOGRAPH, HMA | | | 0011 401-07333 4390.000 TON | 35.80000 157162.00| 35.00000 153650.00| 37.00000 162430.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0012 401-07334 1986.000 TON | 36.60000 72687.60| 40.00000 79440.00| 43.00000 85398.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,469.55 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : RS-27955-A COUNTIES : JACKSON LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1418333 |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 401-07385 5677.000 TON | 33.00000 187341.00| 30.00000 170310.00| 36.00000 204372.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | 0014 402-07452 200.000 TON | 33.00000 6600.00| 55.00000 11000.00| 47.00000 9400.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0015 406-05520 28.500 TON | 172.00000 4902.00| 200.00000 5700.00| 180.00000 5130.00 ASPHALT FOR TACK COAT | | | 0016 610-07488 697.000 TON | 50.00000 34850.00| 60.00000 41820.00| 69.00000 48093.00 HMA FOR APPROACHES, TYPE C | | | 0017 720-44000 58.000 EACH | 210.00000 12180.00| 250.00000 14500.00| 295.00000 17110.00 CASTING, ADJUST TO GRADE | | | 0018 801-06203 5700.000 LFT | 0.35000 1995.00| 0.25000 1425.00| 1.00000 5700.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0019 801-06207 5700.000 LFT | 0.85000 4845.00| 1.00000 5700.00| 0.60000 3420.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0020 801-06640 53.000 EACH | 105.00000 5565.00| 110.00000 5830.00| 75.00000 3975.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP | 13655.09000 13655.09| 40000.00000 40000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0022 805-02503 9125.000 LFT | 0.45000 4106.25| 0.40000 3650.00| 0.46000 4197.50 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0023 805-78510 913.000 LFT | 1.19000 1086.47| 2.50000 2282.50| 1.20000 1095.60 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0024 805-78795 2920.000 LFT | 6.94000 20264.80| 6.00000 17520.00| 7.00000 20440.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 805-92951 16.000 EACH | 169.29000 2708.64| 150.00000 2400.00| 170.00000 2720.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0026 808-01226 379.000 EACH | 21.45000 8129.55| 23.50000 8906.50| 21.00000 7959.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0027 808-03439 684.000 LFT | 5.90000 4035.60| 3.00000 2052.00| 3.00000 2052.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0028 808-06701 409.000 LFT | 0.28000 114.52| 0.30000 122.70| 0.25000 102.25 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0029 808-06703 10200.000 LFT | 0.28000 2856.00| 0.30000 3060.00| 0.25000 2550.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0030 808-06712 5984.000 LFT | 0.10000 598.40| 0.15000 897.60| 0.09000 538.56 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/03/05 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,469.55 ROUTE : SR 11 CALL ORDER : 371 CONTRACT ID : RS-27955-A COUNTIES : JACKSON LETTING DATE : 04/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1418333 |GOHMANN ASPHALT & CONSTR., I |O'MARA, DAVE CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 808-06713 36703.000 LFT | 0.10000 3670.30| 0.10000 3670.30| 0.09000 3303.27 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-06714 11857.000 LFT | 0.10000 1185.70| 0.10000 1185.70| 0.09000 1067.13 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0033 808-06723 3.000 EACH | 30.00000 90.00| 50.00000 150.00| 35.00000 105.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0034 808-06724 2.000 EACH | 50.00000 100.00| 50.00000 100.00| 50.00000 100.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0035 808-75240 700.000 LFT | 0.28000 196.00| 0.25000 175.00| 0.25000 175.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0036 808-75245 5634.000 LFT | 0.28000 1577.52| 2.75000 15493.50| 0.25000 1408.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0037 808-75297 354.000 LFT | 5.90000 2088.60| 0.30000 106.20| 3.00000 1062.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75320 12.000 EACH | 60.00000 720.00| 50.00000 600.00| 50.00000 600.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75325 6.000 EACH | 65.00000 390.00| 60.00000 360.00| 72.00000 432.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0040 808-75340 4.000 EACH | 295.00000 1180.00| 300.00000 1200.00| 295.00000 1180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0041 808-75996 379.000 EACH | 10.80000 4093.20| 25.00000 9475.00| 14.00000 5306.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 686,000.00| $ 717,627.75| $ 781,111.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 686,000.00| $ 717,627.75| $ 781,111.11 ====================================================================================================================================