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 | |