INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -1 VENDOR RANKING CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : 61 CONTRACT TIME : 11/14/08 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3511002 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA DAVE CONTRACTOR $ 847,595.81 100.0000% 2 35-1461789 POINDEXTER EXCAVATING $ 884,671.70 104.3742% 3 35-1385672 FORCE CONSTRUCTION CO INC $ 993,180.45 117.1762% 4 35-1801998 CLR INC $ 1,024,901.13 120.9186% 5 35-1875662 CRIDER & CRIDER INC $ 1,044,163.05 123.1912% 6 35-1111003 WHITE CONSTRUCTION INC $ 1,070,717.00 126.3240% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -2 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1461789 |( 3 ) 35-1385672 |O`MARA DAVE CONTRACTOR |POINDEXTER EXCAVATING |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 15800.00000 15800.00| 20000.00000 20000.00| 11700.00000 11700.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 220.00000 440.00| 500.00000 1000.00| 270.04000 540.08 RADIO | | | 0003 105-08520 1.000 EACH | 220.00000 220.00| 800.00000 800.00| 420.05000 420.05 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 9.000 MOS | 90.00000 810.00| 100.00000 900.00| 144.02000 1296.18 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 18.000 MOS | 60.00000 1080.00| 80.00000 1440.00| 108.01000 1944.18 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 110-01001 LUMP | 42350.00000 42350.00| 40000.00000 40000.00| 49400.00000 49400.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-01015 LUMP | 29000.00000 29000.00| 39500.00000 39500.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | | 0014 201-52370 LUMP | 8000.00000 8000.00| 26000.00000 26000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0015 202-02241 88.000 LFT | 4.00000 352.00| 21.00000 1848.00| 20.00000 1760.00 GUARDRAIL, REMOVE | | | 0016 202-02271 3.000 EACH | 90.00000 270.00| 700.00000 2100.00| 155.72000 467.16 HEADWALL, REMOVE | | | 0017 202-03000 LUMP | 7850.00000 7850.00| 13000.00000 13000.00| 14518.90000 14518.90 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -3 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1461789 |( 3 ) 35-1385672 |O`MARA DAVE CONTRACTOR |POINDEXTER EXCAVATING |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-91385 1.000 EACH | 125.00000 125.00| 600.00000 600.00| 278.59000 278.59 INLET, REMOVE | | | 0019 202-96133 204.000 LFT | 16.00000 3264.00| 8.00000 1632.00| 14.56000 2970.24 PIPE, REMOVE | | | 0020 203-02000 18802.000 CYS | 9.00000 169218.00| 8.50000 159817.00| 12.39000 232956.78 EXCAVATION, COMMON | | | 0021 205-03371 70.000 CYS | 21.00000 1470.00| 50.00000 3500.00| 59.18000 4142.60 SEDIMENT, REMOVE | | | 0022 205-06931 70.000 TON | 41.00000 2870.00| 40.00000 2800.00| 47.60000 3332.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 300.000 LFT | 6.90000 2070.00| 12.00000 3600.00| 5.00000 1500.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 2.000 EACH | 130.00000 260.00| 100.00000 200.00| 60.01000 120.02 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06937 1093.000 LFT | 2.25000 2459.25| 1.20000 1311.60| 1.50000 1639.50 TEMPORARY SILT FENCE | | | 0026 207-08263 6192.000 SYS | 5.50000 34056.00| 5.20000 32198.40| 5.41000 33498.72 SUBGRADE TREATMENT, TYPE IA | | | 0027 207-08267 311.000 SYS | 11.00000 3421.00| 10.00000 3110.00| 13.67000 4251.37 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-02050 3900.000 CYS | 14.50000 56550.00| 15.00000 58500.00| 23.65000 92235.00 B BORROW | | | 0029 211-09264 237.000 CYS | 27.50000 6517.50| 20.00000 4740.00| 33.88000 8029.56 STRUCTURE BACKFILL, TYPE 1 | | | 0030 301-07448 1171.000 TON | 23.50000 27518.50| 22.00000 25762.00| 27.72000 32460.12 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 303-02051 50.000 TON | 25.00000 1250.00| 40.00000 2000.00| 42.17000 2108.50 STONE, NO 2 | | | 0032 306-08043 585.000 SYS | 8.50000 4972.50| 8.00000 4680.00| 6.00000 3510.00 MILLING, TRANSITION | | | 0033 401-06264 LUMP | 1650.00000 1650.00| 2200.00000 2200.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0034 401-07333 499.000 TON | 87.50000 43662.50| 98.00000 48902.00| 93.30000 46556.70 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0035 401-07402 751.000 TON | 68.50000 51443.50| 76.00000 57076.00| 73.00000 54823.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07407 2401.000 TON | 61.00000 146461.00| 68.00000 163268.00| 64.70000 155344.70 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0037 406-05520 6.000 TON | 425.00000 2550.00| 420.00000 2520.00| 400.00000 2400.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -4 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1461789 |( 3 ) 35-1385672 |O`MARA DAVE CONTRACTOR |POINDEXTER EXCAVATING |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 610-07487 86.000 TON | 95.00000 8170.00| 105.00000 9030.00| 100.00000 8600.00 HMA FOR APPROACHES, TYPE B | | | 0039 611-06497 1.000 EACH | 215.00000 215.00| 250.00000 250.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 27.000 EACH | 135.00000 3645.00| 133.00000 3591.00| 127.00000 3429.00 RIGHT OF WAY MARKER | | | 0041 615-06505 7.000 EACH | 695.00000 4865.00| 680.00000 4760.00| 650.00000 4550.00 MONUMENT, B | | | 0042 616-02320 2236.000 SYS | 2.25000 5031.00| 1.50000 3354.00| 2.63000 5880.68 GEOTEXTILES | | | 0043 616-05688 251.000 TON | 38.00000 9538.00| 32.00000 8032.00| 34.17000 8576.67 RIPRAP, CLASS 1 | | | 0044 616-06405 941.500 TON | 31.00000 29186.50| 25.00000 23537.50| 28.76000 27077.54 RIPRAP, REVETMENT | | | 0045 616-06451 429.000 TON | 32.00000 13728.00| 30.00000 12870.00| 28.71000 12316.59 RIPRAP, UNIFORM | | | 0046 621-02770 850.000 SYS | 2.40000 2040.00| 1.30000 1105.00| 2.50000 2125.00 EROSION CONTROL BLANKET | | | 0047 621-06545 0.800 TON | 1460.00000 1168.00| 1200.00000 960.00| 850.00000 680.00 FERTILIZER | | | 0048 621-06553 294.000 LBS | 6.75000 1984.50| 6.00000 1764.00| 6.50000 1911.00 SEED MIXTURE, R | | | 0049 621-06557 69.100 LBS | 8.80000 608.08| 7.00000 483.70| 6.50000 449.15 SEED MIXTURE, T | | | 0050 621-06565 5.300 TON | 630.00000 3339.00| 400.00000 2120.00| 400.00000 2120.00 MULCHING MATERIAL | | | 0051 621-06567 3.500 kGAL | 1.00000 3.50| 20.00000 70.00| 1.00000 3.50 WATER | | | 0052 621-06574 880.000 SYS | 8.50000 7480.00| 3.00000 2640.00| 10.00000 8800.00 SODDING | | | 0053 628-09402 9.000 MOS | 1700.00000 15300.00| 1800.00000 16200.00| 1873.99000 16865.91 FIELD OFFICE, B | | | 0054 628-09407 9.000 MOS | 220.00000 1980.00| 200.00000 1800.00| 618.08000 5562.72 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0055 715-05019 150.000 LFT | 75.00000 11250.00| 48.00000 7200.00| 73.45000 11017.50 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0056 715-05123 75.000 LFT | 43.50000 3262.50| 27.00000 2025.00| 64.72000 4854.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -5 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1461789 |( 3 ) 35-1385672 |O`MARA DAVE CONTRACTOR |POINDEXTER EXCAVATING |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05151 115.000 LFT | 37.00000 4255.00| 20.00000 2300.00| 34.34000 3949.10 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0058 715-09064 110.000 LFT | 5.00000 550.00| 16.00000 1760.00| 15.00000 1650.00 VIDEO INSPECTION FOR PIPE | | | 0059 715-46005 1.000 EACH | 460.00000 460.00| 500.00000 500.00| 671.09000 671.09 PIPE END SECTION, 15 IN. | | | 0060 715-46020 2.000 EACH | 630.00000 1260.00| 600.00000 1200.00| 755.09000 1510.18 PIPE END SECTION, 24 IN. | | | 0061 715-46040 4.000 EACH | 825.00000 3300.00| 850.00000 3400.00| 1363.84000 5455.36 PIPE END SECTION, 36 IN. | | | 0062 720-45030 1.000 EACH | 1100.00000 1100.00| 1000.00000 1000.00| 2651.05000 2651.05 INLET, E7 | | | 0063 720-45069 1.000 EACH | 2050.00000 2050.00| 2100.00000 2100.00| 3607.44000 3607.44 INLET, P12 | | | 0064 801-03290 7.000 EACH | 200.00000 1400.00| 205.00000 1435.00| 285.00000 1995.00 CONSTRUCTION SIGN, C | | | 0065 801-04308 3.000 EACH | 375.00000 1125.00| 360.00000 1080.00| 285.00000 855.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06625 66.000 EACH | 130.00000 8580.00| 126.00000 8316.00| 169.00000 11154.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 26.000 EACH | 130.00000 3380.00| 126.00000 3276.00| 125.00000 3250.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 4.000 EACH | 90.00000 360.00| 90.00000 360.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP | 17400.00000 17400.00| 18000.00000 18000.00| 23040.62000 23040.62 MAINTAINING TRAFFIC | | | 0070 801-07118 6.000 LFT | 40.00000 240.00| 27.00000 162.00| 50.00000 300.00 BARRICADE, III-A | | | 0071 801-07119 10.000 LFT | 40.00000 400.00| 27.00000 270.00| 60.00000 600.00 BARRICADE, III-B | | | 0072 802-05701 112.250 LFT | 16.00000 1796.00| 16.00000 1796.00| 15.00000 1683.75 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-05703 46.500 LFT | 16.00000 744.00| 16.00000 744.00| 15.00000 697.50 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0074 802-07059 13.000 EACH | 48.00000 624.00| 32.00000 416.00| 30.00000 390.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0075 802-76025 64.750 SFT | 22.50000 1456.88| 22.00000 1424.50| 21.00000 1359.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -6 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1461789 |( 3 ) 35-1385672 |O`MARA DAVE CONTRACTOR |POINDEXTER EXCAVATING |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 802-76035 8.000 SFT | 23.50000 188.00| 24.00000 192.00| 22.00000 176.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0077 802-76045 41.000 SFT | 17.00000 697.00| 17.00000 697.00| 16.00000 656.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0078 808-06703 3488.000 LFT | 0.45000 1569.60| 0.50000 1744.00| 1.25000 4360.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0079 808-75245 3730.000 LFT | 0.45000 1678.50| 0.50000 1865.00| 1.25000 4662.50 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0080 808-75297 37.000 LFT | 19.00000 703.00| 19.00000 703.00| 10.00000 370.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0081 808-75996 46.000 EACH | 6.00000 276.00| 20.00000 920.00| 17.15000 788.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 46.000 EACH | 27.00000 1242.00| 48.00000 2208.00| 43.00000 1978.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 847,595.81| $ 884,671.70| $ 993,180.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 847,595.81| $ 884,671.70| $ 993,180.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -7 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1875662 |( 6 ) 35-1111003 |CLR INC |CRIDER & CRIDER INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGHT DISTANCE IMPROVEMENT | | | 0001 105-06845 LUMP | 11000.00000 11000.00| 25000.00000 25000.00| 16822.00000 16822.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 89.44000 178.88| 150.00000 300.00| 81.00000 162.00 RADIO | | | 0003 105-08520 1.000 EACH | 198.67000 198.67| 250.00000 250.00| 118.00000 118.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 9.000 MOS | 99.38000 894.42| 75.00000 675.00| 38.00000 342.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 18.000 MOS | 34.77000 625.86| 50.00000 900.00| 38.00000 684.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 110-01001 LUMP | 51240.52000 51240.52| 50000.00000 50000.00| 63000.00000 63000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-01015 LUMP | 10019.54000 10019.54| 25000.00000 25000.00| 25983.29000 25983.29 CLEARING AND GRUBBING | | | 0014 201-52370 LUMP | 10019.54000 10019.54| 25000.00000 25000.00| 12500.00000 12500.00 CLEARING RIGHT OF WAY | | | 0015 202-02241 88.000 LFT | 29.00000 2552.00| 10.00000 880.00| 20.00000 1760.00 GUARDRAIL, REMOVE | | | 0016 202-02271 3.000 EACH | 550.00000 1650.00| 1000.00000 3000.00| 450.00000 1350.00 HEADWALL, REMOVE | | | 0017 202-03000 LUMP | 16884.47000 16884.47| 10000.00000 10000.00| 21450.00000 21450.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -8 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1875662 |( 6 ) 35-1111003 |CLR INC |CRIDER & CRIDER INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 202-91385 1.000 EACH | 725.00000 725.00| 500.00000 500.00| 450.00000 450.00 INLET, REMOVE | | | 0019 202-96133 204.000 LFT | 25.00000 5100.00| 15.00000 3060.00| 28.00000 5712.00 PIPE, REMOVE | | | 0020 203-02000 18802.000 CYS | 13.25000 249126.50| 15.50000 291431.00| 11.00000 206822.00 EXCAVATION, COMMON | | | 0021 205-03371 70.000 CYS | 55.00000 3850.00| 15.00000 1050.00| 60.00000 4200.00 SEDIMENT, REMOVE | | | 0022 205-06931 70.000 TON | 49.86000 3490.20| 35.00000 2450.00| 110.00000 7700.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0023 205-06932 300.000 LFT | 10.97000 3291.00| 6.45000 1935.00| 6.45000 1935.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0024 205-06933 2.000 EACH | 398.34000 796.68| 125.00000 250.00| 125.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06937 1093.000 LFT | 3.24000 3541.32| 1.90000 2076.70| 3.44000 3759.92 TEMPORARY SILT FENCE | | | 0026 207-08263 6192.000 SYS | 5.25000 32508.00| 4.85000 30031.20| 8.50000 52632.00 SUBGRADE TREATMENT, TYPE IA | | | 0027 207-08267 311.000 SYS | 10.76000 3346.36| 10.00000 3110.00| 15.00000 4665.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0028 211-02050 3900.000 CYS | 27.85000 108615.00| 16.00000 62400.00| 15.00000 58500.00 B BORROW | | | 0029 211-09264 237.000 CYS | 31.85000 7548.45| 23.00000 5451.00| 16.00000 3792.00 STRUCTURE BACKFILL, TYPE 1 | | | 0030 301-07448 1171.000 TON | 21.90000 25644.90| 25.00000 29275.00| 28.00000 32788.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 303-02051 50.000 TON | 54.84000 2742.00| 45.00000 2250.00| 55.00000 2750.00 STONE, NO 2 | | | 0032 306-08043 585.000 SYS | 5.96000 3486.60| 7.50000 4387.50| 12.00000 7020.00 MILLING, TRANSITION | | | 0033 401-06264 LUMP | 1110.00000 1110.00| 1300.00000 1300.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0034 401-07333 499.000 TON | 100.00000 49900.00| 97.10000 48452.90| 93.30000 46556.70 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0035 401-07402 751.000 TON | 80.00000 60080.00| 80.00000 60080.00| 73.00000 54823.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0036 401-07407 2401.000 TON | 72.00000 172872.00| 68.80000 165188.80| 64.70000 155344.70 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0037 406-05520 6.000 TON | 360.00000 2160.00| 280.00000 1680.00| 400.00000 2400.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -9 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1875662 |( 6 ) 35-1111003 |CLR INC |CRIDER & CRIDER INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 610-07487 86.000 TON | 145.00000 12470.00| 116.00000 9976.00| 100.00000 8600.00 HMA FOR APPROACHES, TYPE B | | | 0039 611-06497 1.000 EACH | 290.00000 290.00| 200.00000 200.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 27.000 EACH | 110.00000 2970.00| 127.00000 3429.00| 127.00000 3429.00 RIGHT OF WAY MARKER | | | 0041 615-06505 7.000 EACH | 585.00000 4095.00| 650.00000 4550.00| 650.00000 4550.00 MONUMENT, B | | | 0042 616-02320 2236.000 SYS | 3.48000 7781.28| 1.92000 4293.12| 2.76000 6171.36 GEOTEXTILES | | | 0043 616-05688 251.000 TON | 37.82000 9492.82| 40.00000 10040.00| 45.00000 11295.00 RIPRAP, CLASS 1 | | | 0044 616-06405 941.500 TON | 28.86000 27171.69| 35.00000 32952.50| 48.00000 45192.00 RIPRAP, REVETMENT | | | 0045 616-06451 429.000 TON | 29.86000 12809.94| 38.00000 16302.00| 35.00000 15015.00 RIPRAP, UNIFORM | | | 0046 621-02770 850.000 SYS | 3.50000 2975.00| 2.25000 1912.50| 3.45000 2932.50 EROSION CONTROL BLANKET | | | 0047 621-06545 0.800 TON | 2000.00000 1600.00| 1370.00000 1096.00| 1370.00000 1096.00 FERTILIZER | | | 0048 621-06553 294.000 LBS | 10.00000 2940.00| 6.35000 1866.90| 6.35000 1866.90 SEED MIXTURE, R | | | 0049 621-06557 69.100 LBS | 12.00000 829.20| 8.25000 570.08| 8.25000 570.08 SEED MIXTURE, T | | | 0050 621-06565 5.300 TON | 659.24000 3493.97| 590.00000 3127.00| 590.00000 3127.00 MULCHING MATERIAL | | | 0051 621-06567 3.500 kGAL | 1.11000 3.89| 1.00000 3.50| 1.00000 3.50 WATER | | | 0052 621-06574 880.000 SYS | 8.80000 7744.00| 7.90000 6952.00| 7.90000 6952.00 SODDING | | | 0053 628-09402 9.000 MOS | 1192.40000 10731.60| 2200.00000 19800.00| 2200.00000 19800.00 FIELD OFFICE, B | | | 0054 628-09407 9.000 MOS | 178.85000 1609.65| 225.00000 2025.00| 350.00000 3150.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0055 715-05019 150.000 LFT | 84.70000 12705.00| 60.00000 9000.00| 68.00000 10200.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0056 715-05123 75.000 LFT | 49.86000 3739.50| 38.00000 2850.00| 42.00000 3150.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -10 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1875662 |( 6 ) 35-1111003 |CLR INC |CRIDER & CRIDER INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05151 115.000 LFT | 39.91000 4589.65| 30.00000 3450.00| 39.00000 4485.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0058 715-09064 110.000 LFT | 8.35000 918.50| 15.00000 1650.00| 15.00000 1650.00 VIDEO INSPECTION FOR PIPE | | | 0059 715-46005 1.000 EACH | 343.53000 343.53| 400.00000 400.00| 650.00000 650.00 PIPE END SECTION, 15 IN. | | | 0060 715-46020 2.000 EACH | 347.53000 695.06| 600.00000 1200.00| 765.00000 1530.00 PIPE END SECTION, 24 IN. | | | 0061 715-46040 4.000 EACH | 1243.27000 4973.08| 1000.00000 4000.00| 1120.00000 4480.00 PIPE END SECTION, 36 IN. | | | 0062 720-45030 1.000 EACH | 2492.12000 2492.12| 1500.00000 1500.00| 1650.00000 1650.00 INLET, E7 | | | 0063 720-45069 1.000 EACH | 3816.64000 3816.64| 3500.00000 3500.00| 4250.00000 4250.00 INLET, P12 | | | 0064 801-03290 7.000 EACH | 140.00000 980.00| 195.00000 1365.00| 195.00000 1365.00 CONSTRUCTION SIGN, C | | | 0065 801-04308 3.000 EACH | 500.00000 1500.00| 350.00000 1050.00| 350.00000 1050.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06625 66.000 EACH | 108.00000 7128.00| 120.00000 7920.00| 120.00000 7920.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 26.000 EACH | 108.00000 2808.00| 120.00000 3120.00| 120.00000 3120.00 CONSTRUCTION SIGN, A | | | 0068 801-06645 4.000 EACH | 94.00000 376.00| 85.00000 340.00| 85.00000 340.00 CONSTRUCTION SIGN, B | | | 0069 801-06775 LUMP | 10850.00000 10850.00| 15000.00000 15000.00| 80606.70000 80606.70 MAINTAINING TRAFFIC | | | 0070 801-07118 6.000 LFT | 36.20000 217.20| 25.00000 150.00| 25.00000 150.00 BARRICADE, III-A | | | 0071 801-07119 10.000 LFT | 35.70000 357.00| 25.00000 250.00| 25.00000 250.00 BARRICADE, III-B | | | 0072 802-05701 112.250 LFT | 16.00000 1796.00| 15.00000 1683.75| 15.00000 1683.75 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0073 802-05703 46.500 LFT | 16.71000 777.02| 15.00000 697.50| 15.00000 697.50 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0074 802-07059 13.000 EACH | 16.71000 217.23| 30.00000 390.00| 30.00000 390.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0075 802-76025 64.750 SFT | 23.39000 1514.50| 21.00000 1359.75| 21.00000 1359.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 142 -11 TABULATION OF BIDS ROUTE : 159 CALL ORDER : 142 CONTRACT ID : R -29089-A COUNTIES : CLAY LETTING DATE : 08/20/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1875662 |( 6 ) 35-1111003 |CLR INC |CRIDER & CRIDER INC |WHITE CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 802-76035 8.000 SFT | 24.50000 196.00| 22.00000 176.00| 22.00000 176.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0077 802-76045 41.000 SFT | 17.82000 730.62| 16.00000 656.00| 16.00000 656.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0078 808-06703 3488.000 LFT | 0.45000 1569.60| 0.40000 1395.20| 0.40000 1395.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0079 808-75245 3730.000 LFT | 0.45000 1678.50| 0.40000 1492.00| 0.40000 1492.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0080 808-75297 37.000 LFT | 19.99000 739.63| 17.95000 664.15| 17.95000 664.15 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0081 808-75996 46.000 EACH | 16.91000 777.86| 10.00000 460.00| 25.00000 1150.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0082 808-75998 46.000 EACH | 47.89000 2202.94| 43.00000 1978.00| 43.00000 1978.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,024,901.13| $ 1,044,163.05| $ 1,070,717.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,024,901.13| $ 1,044,163.05| $ 1,070,717.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 150 -1 VENDOR RANKING CALL ORDER : 150 CONTRACT ID : R -30596-B COUNTIES : JEFFERSON LETTING DATE : 08/20/08 10:00 AM DISTRICT : 65 CONTRACT TIME : 09/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400009 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O`MARA DAVE CONTRACTOR $ 1,456,756.60 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,544,300.00 106.0095% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,957,428.34 134.3689% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 150 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 150 CONTRACT ID : R -30596-B COUNTIES : JEFFERSON LETTING DATE : 08/20/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADSIDE MAINTENANCE, ENHANCEMENT | | | 0001 105-06845 LUMP | 20000.00000 20000.00| 18000.00000 18000.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 73500.00000 73500.00| 55000.00000 55000.00| 97871.41000 97871.41 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 42000.00000 42000.00| 30000.00000 30000.00| 19574.28000 19574.28 CLEARING RIGHT OF WAY | | | 0008 202-02240 114.000 SYS | 15.00000 1710.00| 11.00000 1254.00| 20.00000 2280.00 PAVEMENT REMOVAL | | | 0009 203-02000 715.000 CYS | 20.00000 14300.00| 16.00000 11440.00| 50.00000 35750.00 EXCAVATION, COMMON | | | 0010 203-02070 4263.000 CYS | 13.50000 57550.50| 18.00000 76734.00| 25.00000 106575.00 BORROW | | | 0011 205-02237 16.000 EACH | 80.00000 1280.00| 70.00000 1120.00| 70.00000 1120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0012 205-06937 2520.000 LFT | 1.50000 3780.00| 2.50000 6300.00| 1.22000 3074.40 TEMPORARY SILT FENCE | | | 0013 207-08268 1649.000 SYS | 14.50000 23910.50| 18.00000 29682.00| 15.00000 24735.00 SUBGRADE TREATMENT, TYPE IV | | | 0014 210-05066 1.000 EACH | 5600.00000 5600.00| 7000.00000 7000.00| 7500.00000 7500.00 FOUNTAIN , PET WATER FOUNTAIN | | | 0015 210-07766 33.000 EACH | 2200.00000 72600.00| 1900.00000 62700.00| 4750.00000 156750.00 COLUMN , BRICK | | | 0016 211-09264 814.000 CYS | 28.50000 23199.00| 45.00000 36630.00| 35.00000 28490.00 STRUCTURE BACKFILL, TYPE 1 | | | 0017 303-01180 270.000 TON | 24.00000 6480.00| 38.00000 10260.00| 30.00000 8100.00 COMPACTED AGGREGATE, NO. 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 150 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 150 CONTRACT ID : R -30596-B COUNTIES : JEFFERSON LETTING DATE : 08/20/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 304-07490 25.000 TON | 210.00000 5250.00| 200.00000 5000.00| 300.00000 7500.00 HMA PATCHING, TYPE B | | | 0019 306-08042 1654.000 SYS | 2.80000 4631.20| 4.50000 7443.00| 5.00000 8270.00 MILLING, SCARIFICATION/PROFILE | | | 0020 306-08043 432.000 SYS | 3.50000 1512.00| 5.50000 2376.00| 5.00000 2160.00 MILLING, TRANSITION | | | 0021 402-07432 23.000 TON | 210.00000 4830.00| 130.00000 2990.00| 140.00000 3220.00 HMA SURFACE, TYPE A | | | 0022 402-07433 331.000 TON | 110.00000 36410.00| 130.00000 43030.00| 115.00000 38065.00 HMA SURFACE, TYPE B | | | 0023 402-07435 37.000 TON | 160.00000 5920.00| 125.00000 4625.00| 140.00000 5180.00 HMA INTERMEDIATE, TYPE A | | | 0024 402-07438 234.000 TON | 115.00000 26910.00| 118.00000 27612.00| 120.00000 28080.00 HMA INTERMEDIATE, TYPE B | | | 0025 402-07441 280.000 TON | 105.00000 29400.00| 107.00000 29960.00| 110.00000 30800.00 HMA BASE, TYPE B | | | 0026 406-05521 3558.000 SYS | 0.20000 711.60| 1.00000 3558.00| 0.10000 355.80 ASPHALT FOR TACK COAT | | | 0027 603-04244 1.000 EACH | 5300.00000 5300.00| 2000.00000 2000.00| 3500.00000 3500.00 GATE , 16' WITH FOUNDATIONS | | | 0028 604-06070 68.000 SYS | 82.00000 5576.00| 50.00000 3400.00| 70.00000 4760.00 SIDEWALK, CONCRETE | | | 0029 604-06844 14850.000 SFT | 10.00000 148500.00| 11.00000 163350.00| 12.00000 178200.00 BRICK , BRICK/CONCRETE WALKWAY | | | 0030 604-07897 38.000 SYS | 150.00000 5700.00| 230.00000 8740.00| 70.00000 2660.00 CURB RAMP, CONCRETE, C | | | 0031 604-07901 77.000 SYS | 200.00000 15400.00| 180.00000 13860.00| 70.00000 5390.00 CURB RAMP, CONCRETE, G | | | 0032 605-06120 131.000 LFT | 11.50000 1506.50| 15.00000 1965.00| 30.00000 3930.00 CURB, CONCRETE | | | 0033 605-06125 3966.000 LFT | 12.00000 47592.00| 24.00000 95184.00| 25.00000 99150.00 CURB, CONCRETE, MODIFIED , 8"X24" CURB | | | 0034 611-03671 11.000 EACH | 525.00000 5775.00| 550.00000 6050.00| 1000.00000 11000.00 TRASH RECEPTACLE | | | 0035 615-06496 22.000 EACH | 110.00000 2420.00| 98.00000 2156.00| 100.00000 2200.00 PARKING BARRIER | | | 0036 616-02320 116.000 SYS | 5.50000 638.00| 2.66000 308.56| 4.00000 464.00 GEOTEXTILES | | | 0037 616-06405 93.000 TON | 30.00000 2790.00| 42.00000 3906.00| 30.00000 2790.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 150 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 150 CONTRACT ID : R -30596-B COUNTIES : JEFFERSON LETTING DATE : 08/20/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-02363 9410.000 SYS | 0.30000 2823.00| 0.26000 2446.60| 0.26000 2446.60 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0039 621-02770 695.000 SYS | 1.50000 1042.50| 1.20000 834.00| 1.20000 834.00 EROSION CONTROL BLANKET | | | 0040 621-06560 9410.000 SYS | 0.40000 3764.00| 0.37000 3481.70| 0.37000 3481.70 MULCHED SEEDING, U | | | 0041 621-98038 40.000 CYS | 65.00000 2600.00| 55.75000 2230.00| 55.75000 2230.00 MULCH, HARDWOOD SHREDDED BARK | | | 0042 622-05639 12.000 EACH | 95.00000 1140.00| 90.00000 1080.00| 90.00000 1080.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0043 622-05649 14.000 EACH | 230.00000 3220.00| 210.00000 2940.00| 210.00000 2940.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0044 622-05653 2.000 EACH | 150.00000 300.00| 132.00000 264.00| 132.00000 264.00 PLANT, GROUND COVER , FLAT | | | 0045 622-05654 32.000 EACH | 16.00000 512.00| 14.75000 472.00| 14.75000 472.00 PLANT, PERENNIAL | | | 0046 622-05656 12.000 EACH | 60.00000 720.00| 55.00000 660.00| 55.00000 660.00 PLANT, ROSE GRADE | | | 0047 622-99101 32.000 EACH | 16.00000 512.00| 14.75000 472.00| 14.75000 472.00 PLANT, DAY LILIES , BULBS | | | 0048 628-09402 12.000 MOS | 1600.00000 19200.00| 2200.00000 26400.00| 3000.00000 36000.00 FIELD OFFICE, B | | | 0049 702-90915 172.000 CYS | 525.00000 90300.00| 700.00000 120400.00| 1200.00000 206400.00 CONCRETE, A | | | 0050 703-51030 20073.000 LBS | 1.40000 28102.20| 1.10000 22080.30| 1.50000 30109.50 REINFORCING STEEL | | | 0051 706-04683 594.000 LFT | 115.00000 68310.00| 115.00000 68310.00| 141.50000 84051.00 RAILING , WROUGHT IRON | | | 0052 712-03812 27.000 EACH | 670.00000 18090.00| 775.00000 20925.00| 1600.00000 43200.00 BENCH | | | 0053 715-01902 520.000 LFT | 24.00000 12480.00| 20.00000 10400.00| 20.00000 10400.00 WATER SERVICE LINE, 2 IN. | | | 0054 715-01902 100.000 LFT | 40.00000 4000.00| 35.00000 3500.00| 75.00000 7500.00 WATER SERVICE LINE, 2 IN. , BORED | | | 0055 715-05147 86.000 LFT | 28.00000 2408.00| 36.00000 3096.00| 50.00000 4300.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0056 715-05149 421.000 LFT | 30.00000 12630.00| 37.00000 15577.00| 50.00000 21050.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 150 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 150 CONTRACT ID : R -30596-B COUNTIES : JEFFERSON LETTING DATE : 08/20/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05151 269.000 LFT | 35.00000 9415.00| 38.00000 10222.00| 60.00000 16140.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0058 715-05203 400.000 LFT | 10.50000 4200.00| 9.00000 3600.00| 15.00000 6000.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0059 715-46000 3.000 EACH | 240.00000 720.00| 850.00000 2550.00| 600.00000 1800.00 PIPE END SECTION, 12 IN. | | | 0060 715-46005 7.000 EACH | 260.00000 1820.00| 900.00000 6300.00| 650.00000 4550.00 PIPE END SECTION, 15 IN. | | | 0061 720-02485 18.000 EACH | 150.00000 2700.00| 150.00000 2700.00| 150.00000 2700.00 TRENCH DRAIN | | | 0062 720-45015 2.000 EACH | 800.00000 1600.00| 2000.00000 4000.00| 3600.00000 7200.00 INLET, A8 | | | 0063 720-45045 3.000 EACH | 1100.00000 3300.00| 2040.00000 6120.00| 3700.00000 11100.00 INLET, J10 | | | 0064 720-45055 5.000 EACH | 1100.00000 5500.00| 2040.00000 10200.00| 3700.00000 18500.00 INLET, M10 | | | 0065 720-45105 3.000 EACH | 1100.00000 3300.00| 2100.00000 6300.00| 3700.00000 11100.00 INLET, A2, MODIFIED | | | 0066 720-45410 1.000 EACH | 1300.00000 1300.00| 3300.00000 3300.00| 3700.00000 3700.00 MANHOLE, C4 | | | 0067 720-98174 3.000 EACH | 1600.00000 4800.00| 2700.00000 8100.00| 4500.00000 13500.00 INLET, B15 | | | 0068 732-03942 4.000 EACH | 2800.00000 11200.00| 2800.00000 11200.00| 4400.00000 17600.00 HYDRANT , GROUND | | | 0069 732-94780 4.000 EACH | 1700.00000 6800.00| 1750.00000 7000.00| 1500.00000 6000.00 WATER SERVICE CONNECTION | | | 0070 801-03290 4.000 EACH | 550.00000 2200.00| 495.00000 1980.00| 255.00000 1020.00 CONSTRUCTION SIGN, C | | | 0071 801-06640 24.000 EACH | 190.00000 4560.00| 135.00000 3240.00| 185.00000 4440.00 CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP | 39000.00000 39000.00| 15270.69000 15270.69| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0073 805-96014 1985.000 LFT | 3.30000 6550.50| 1.50000 2977.50| 5.00000 9925.00 SAW CUT, FULL DEPTH | | | 0074 807-01603 3.000 EACH | 5300.00000 15900.00| 5200.00000 15600.00| 5200.00000 15600.00 SERVICE POINT, TYPE II | | | 0075 807-02819 20.000 EACH | 1500.00000 30000.00| 1350.00000 27000.00| 1350.00000 27000.00 LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | | , GFI CIRCUIT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 150 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 150 CONTRACT ID : R -30596-B COUNTIES : JEFFERSON LETTING DATE : 08/20/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1487672 |( 3 ) 35-1618530 |O`MARA DAVE CONTRACTOR |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 807-03738 35.000 EACH | 3500.00000 122500.00| 3400.00000 119000.00| 3400.00000 119000.00 LIGHT POLE ASSEMBLY, STREET , STERNBERG | | | MODEL 3901LB RICHMOND | | | 0077 807-03738 18.000 EACH | 7200.00000 129600.00| 7000.00000 126000.00| 7000.00000 126000.00 LIGHT POLE ASSEMBLY, STREET , VISCO | | | 1991 19C/24C | | | 0078 807-03965 735.000 LFT | 15.00000 11025.00| 14.70000 10804.50| 14.70000 10804.50 CONDUIT, PVC, 2.50 IN., SCHEDULE 80, | | | FOR ELECTRIC | | | 0079 807-03965 100.000 LFT | 29.00000 2900.00| 29.00000 2900.00| 29.00000 2900.00 CONDUIT, PVC, 2.50 IN., SCHEDULE 80, | | | FOR ELECTRIC , BORED | | | 0080 807-03968 2405.000 LFT | 14.00000 33670.00| 13.50000 32467.50| 13.50000 32467.50 CONDUIT, PVC, 1 IN., SCHEDULE 80, FOR | | | ELECTRIC | | | 0081 807-03968 100.000 LFT | 27.00000 2700.00| 26.00000 2600.00| 26.00000 2600.00 CONDUIT, PVC, 1 IN., SCHEDULE 80, FOR | | | ELECTRIC , BORED | | | 0082 807-04651 3290.000 LFT | 1.70000 5593.00| 1.65000 5428.50| 1.65000 5428.50 WIRE , NO 10 ALUM, IN PLASTIC DUCT, IN | | | COND | | | 0083 807-04651 1545.000 LFT | 2.80000 4326.00| 2.77000 4279.65| 2.77000 4279.65 WIRE , NO 4, ALUM, IN PLASTIC DUCT, IN | | | COND | | | 0084 807-04651 75.000 LFT | 2.50000 187.50| 2.40000 180.00| 2.40000 180.00 WIRE , NO 6 ALUM, IN PLASTIC DUCT, IN | | | COND | | | 0085 807-04651 4810.000 LFT | 2.90000 13949.00| 2.75000 13227.50| 2.75000 13227.50 WIRE ,NO 6 ALUM, IN PLASTIC DUCT, IN | | | COND | | | 0086 808-06713 546.000 LFT | 1.10000 600.60| 1.00000 546.00| 6.00000 3276.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 1,456,756.60| $ 1,544,300.00| $ 1,957,428.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,456,756.60| $ 1,544,300.00| $ 1,957,428.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -1 VENDOR RANKING CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 06/01/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N893005 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1569222 GRIMMER CONSTRUCTION INC $ 7,335,638.80 100.0000% 2 35-1068009 DYER CONSTRUCTION CO $ 7,445,223.23 101.4939% 3 35-1120685 WALSH & KELLY INC $ 7,462,104.83 101.7240% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 7,997,030.00 109.0161% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -2 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 70000.00000 70000.00| 132500.00000 132500.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 300000.00000 300000.00| 372000.00000 372000.00| 372100.00000 372100.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 84000.00000 84000.00| 148800.00000 148800.00| 185000.00000 185000.00 CLEARING RIGHT OF WAY | | | 0009 202-01300 4.000 EACH | 1110.00000 4440.00| 1025.00000 4100.00| 1025.00000 4100.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-02240 13068.000 SYS | 10.50000 137214.00| 10.24000 133816.32| 10.00000 130680.00 PAVEMENT REMOVAL | | | 0011 202-02273 100.000 SYS | 21.70000 2170.00| 13.03000 1303.00| 15.00000 1500.00 CENTER CURB, CONCRETE, REMOVE | | | 0012 202-02637 1.000 LFT | 200.00000 200.00| 218.77000 218.77| 200.00000 200.00 PIPE, ABANDON AND GROUT FILL | | | 0013 202-06541 28.000 EACH | 213.00000 5964.00| 238.23000 6670.44| 213.00000 5964.00 REMOVE , VALVE | | | 0014 203-02000 14698.000 CYS | 21.90000 321886.20| 22.45000 329970.10| 22.00000 323356.00 EXCAVATION, COMMON | | | 0015 205-03371 100.000 CYS | 15.00000 1500.00| 49.08000 4908.00| 32.00000 3200.00 SEDIMENT, REMOVE | | | 0016 205-06933 5.000 EACH | 108.00000 540.00| 100.00000 500.00| 100.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 590.000 LFT | 2.20000 1298.00| 2.05000 1209.50| 2.05000 1209.50 TEMPORARY SILT FENCE | | | 0018 207-08267 2622.000 SYS | 8.20000 21500.40| 7.58000 19874.76| 10.00000 26220.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -3 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08268 38517.000 SYS | 13.40000 516127.80| 14.04000 540778.68| 16.00000 616272.00 SUBGRADE TREATMENT, TYPE IV | | | 0020 211-09264 9249.000 CYS | 29.00000 268221.00| 19.16000 177210.84| 29.00000 268221.00 STRUCTURE BACKFILL, TYPE 1 | | | 0021 301-07448 1750.000 TON | 18.20000 31850.00| 20.52000 35910.00| 40.00000 70000.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 304-07490 70.000 TON | 233.12000 16318.40| 200.00000 14000.00| 150.00000 10500.00 HMA PATCHING, TYPE B | | | 0023 306-08034 2815.000 SYS | 2.27000 6390.05| 4.06000 11428.90| 3.50000 9852.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0024 401-06264 LUMP | 5724.00000 5724.00| 5300.00000 5300.00| 2500.00000 2500.00 PROFILOGRAPH, HMA | | | 0025 401-07327 3165.000 TON | 93.15000 294819.75| 86.27000 273044.55| 90.00000 284850.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0026 401-07397 4902.000 TON | 80.90000 396571.80| 74.90000 367159.80| 70.00000 343140.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0027 401-07407 13878.000 TON | 69.90000 970072.20| 64.72000 898184.16| 69.00000 957582.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 401-07429 5959.000 TON | 79.15000 471654.85| 73.29000 436735.11| 78.00000 464802.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0029 406-05520 36.500 TON | 422.00000 15403.00| 391.56000 14291.94| 1200.00000 43800.00 ASPHALT FOR TACK COAT | | | 0030 604-05250 2721.000 LFT | 0.45000 1224.45| 0.40000 1088.40| 0.40000 1088.40 PREFORMED JOINT MATERIAL, 1/2 IN. | | | 0031 604-07894 36.000 SYS | 150.00000 5400.00| 134.90000 4856.40| 140.00000 5040.00 CURB RAMP, CONCRETE, A | | | 0032 604-07897 9.000 SYS | 121.00000 1089.00| 107.75000 969.75| 140.00000 1260.00 CURB RAMP, CONCRETE, C | | | 0033 604-07898 28.000 SYS | 160.00000 4480.00| 144.00000 4032.00| 140.00000 3920.00 CURB RAMP, CONCRETE, D | | | 0034 604-07900 276.000 SYS | 119.00000 32844.00| 106.00000 29256.00| 135.00000 37260.00 CURB RAMP, CONCRETE, F MODIFIED | | | 0035 604-07901 84.000 SYS | 113.00000 9492.00| 100.00000 8400.00| 140.00000 11760.00 CURB RAMP, CONCRETE, G | | | 0036 604-07902 18.000 SYS | 199.00000 3582.00| 179.50000 3231.00| 140.00000 2520.00 CURB RAMP, CONCRETE, H | | | 0037 604-91531 4100.000 SYS | 41.20000 168920.00| 34.00000 139400.00| 37.00000 151700.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -4 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 605-06120 50.000 LFT | 20.10000 1005.00| 16.50000 825.00| 50.00000 2500.00 CURB, CONCRETE | | | 0039 605-06140 7633.000 LFT | 17.10000 130524.30| 13.75000 104953.75| 20.00000 152660.00 CURB AND GUTTER, CONCRETE MODIFIED | | | 0040 605-06255 100.000 SYS | 109.00000 10900.00| 94.60000 9460.00| 130.00000 13000.00 CENTER CURB, D, CONCRETE | | | 0041 610-08446 483.000 SYS | 47.00000 22701.00| 35.75000 17267.25| 53.00000 25599.00 PCCP FOR APPROACHES, 6 IN. | | | 0042 610-09108 2139.000 SYS | 57.50000 122992.50| 45.50000 97324.50| 68.00000 145452.00 PCCP FOR APPROACHES, 9 IN. | | | 0043 615-06505 7.000 EACH | 703.00000 4921.00| 650.00000 4550.00| 500.00000 3500.00 MONUMENT, B | | | 0044 621-01004 2.000 EACH | 514.00000 1028.00| 475.00000 950.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.000 TON | 1070.00000 1070.00| 990.00000 990.00| 990.00000 990.00 FERTILIZER | | | 0046 621-06554 195.000 LBS | 6.50000 1267.50| 5.99000 1168.05| 5.99000 1168.05 SEED MIXTURE, U | | | 0047 621-06557 195.000 LBS | 4.70000 916.50| 4.30000 838.50| 4.30000 838.50 SEED MIXTURE, T | | | 0048 621-06565 3.000 TON | 816.00000 2448.00| 755.00000 2265.00| 755.00000 2265.00 MULCHING MATERIAL | | | 0049 621-06567 300.000 kGAL | 1.10000 330.00| 1.00000 300.00| 1.00000 300.00 WATER | | | 0050 621-06575 6100.000 SYS | 6.90000 42090.00| 3.45000 21045.00| 3.45000 21045.00 SODDING, NURSERY | | | 0051 628-09402 21.000 MOS | 2090.00000 43890.00| 2431.97000 51071.37| 3000.00000 63000.00 FIELD OFFICE, B | | | 0052 628-09407 21.000 MOS | 298.00000 6258.00| 864.11000 18146.31| 260.00000 5460.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 715-04836 5.000 EACH | 2450.00000 12250.00| 6016.80000 30084.00| 2450.00000 12250.00 GATE VALVE , 16 IN. | | | 0054 715-04836 1.000 EACH | 3370.00000 3370.00| 13167.74000 13167.74| 3370.00000 3370.00 GATE VALVE , 18 IN. | | | 0055 715-05024 502.000 LFT | 70.30000 35290.60| 110.62000 55531.24| 70.30000 35290.60 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0056 715-05048 9687.000 LFT | 11.20000 108494.40| 9.12000 88345.44| 11.20000 108494.40 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -5 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05146 72.000 LFT | 32.60000 2347.20| 39.47000 2841.84| 32.60000 2347.20 PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0058 715-05147 18.000 LFT | 43.30000 779.40| 41.70000 750.60| 43.30000 779.40 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0059 715-05149 2635.000 LFT | 42.90000 113041.50| 44.48000 117204.80| 42.90000 113041.50 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0060 715-05151 1964.000 LFT | 35.90000 70507.60| 54.54000 107116.56| 35.90000 70507.60 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0061 715-05152 2005.000 LFT | 39.70000 79598.50| 57.73000 115748.65| 39.70000 79598.50 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0062 715-05153 30.000 LFT | 317.00000 9510.00| 96.92000 2907.60| 317.00000 9510.00 PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0063 715-05154 2847.000 LFT | 42.70000 121566.90| 74.28000 211475.16| 42.70000 121566.90 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0064 715-05156 57.000 LFT | 118.00000 6726.00| 126.26000 7196.82| 118.00000 6726.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0065 715-05159 225.000 LFT | 114.00000 25650.00| 161.45000 36326.25| 114.00000 25650.00 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0066 715-05161 400.000 LFT | 110.00000 44000.00| 150.07000 60028.00| 110.00000 44000.00 PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0067 715-05203 69.000 LFT | 26.00000 1794.00| 29.90000 2063.10| 26.00000 1794.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0068 715-09064 10923.000 LFT | 0.80000 8738.40| 1.25000 13653.75| 0.80000 8738.40 VIDEO INSPECTION FOR PIPE | | | 0069 715-94151 25.000 LFT | 287.00000 7175.00| 103.88000 2597.00| 287.00000 7175.00 WATER MAIN, 18 IN. , DUCTILE IRON | | | 0070 715-96669 4100.000 LFT | 101.00000 414100.00| 124.88000 512008.00| 101.00000 414100.00 WATER MAIN, DUCTILE IRON, 16 IN. | | | 0071 715-98265 20.000 LFT | 337.00000 6740.00| 84.68000 1693.60| 337.00000 6740.00 WATER MAIN, DUCTILE IRON, 4 IN. | | | 0072 718-06532 3000.000 LFT | 1.10000 3300.00| 1.10000 3300.00| 1.10000 3300.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0073 718-52610 765.000 CYS | 26.10000 19966.50| 51.37000 39298.05| 26.10000 19966.50 AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 10447.000 SYS | 0.60000 6268.20| 1.32000 13790.04| 0.60000 6268.20 GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-44000 10.000 EACH | 453.00000 4530.00| 419.64000 4196.40| 453.00000 4530.00 CASTING, ADJUST TO GRADE | | | 0076 720-45030 3.000 EACH | 1240.00000 3720.00| 1928.74000 5786.22| 1240.00000 3720.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -6 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 720-45035 1.000 EACH | 1240.00000 1240.00| 1928.78000 1928.78| 1240.00000 1240.00 INLET, F7 | | | 0078 720-45045 59.000 EACH | 1570.00000 92630.00| 1938.17000 114352.03| 1570.00000 92630.00 INLET, J10 | | | 0079 720-45055 33.000 EACH | 1570.00000 51810.00| 1939.07000 63989.31| 1570.00000 51810.00 INLET, M10 | | | 0080 720-45410 47.000 EACH | 2260.00000 106220.00| 1913.40000 89929.80| 2260.00000 106220.00 MANHOLE, C4 | | | 0081 720-45415 8.000 EACH | 4430.00000 35440.00| 3699.55000 29596.40| 4430.00000 35440.00 MANHOLE, D4 | | | 0082 720-45416 4.000 EACH | 4630.00000 18520.00| 3878.54000 15514.16| 4630.00000 18520.00 MANHOLE, E4 | | | 0083 720-96999 18.000 EACH | 3690.00000 66420.00| 3676.09000 66169.62| 3690.00000 66420.00 FIRE HYDRANT ASSEMBLY | | | 0084 732-01898 90.000 LFT | 142.00000 12780.00| 63.15000 5683.50| 142.00000 12780.00 WATER MAIN, DUCTILE IRON, 10 IN. | | | 0085 732-04926 1.000 EACH | 5000.00000 5000.00| 7976.92000 7976.92| 6500.00000 6500.00 VALVE , 10 IN. EZ VALVE & INSERTION | | | 0086 732-04926 1.000 EACH | 6000.00000 6000.00| 9365.67000 9365.67| 7000.00000 7000.00 VALVE , 12 IN. EZ VALVE & INSERTION | | | 0087 732-04926 3.000 EACH | 3000.00000 9000.00| 5569.72000 16709.16| 4000.00000 12000.00 VALVE , 4 IN. EZ VALVE & INSERTION | | | 0088 732-04926 4.000 EACH | 3200.00000 12800.00| 5822.78000 23291.12| 4500.00000 18000.00 VALVE , 6 IN. EZ VALVE & INSERTION | | | 0089 732-04926 6.000 EACH | 3500.00000 21000.00| 6112.88000 36677.28| 4800.00000 28800.00 VALVE , 8 IN. EZ VALVE & INSERTION | | | 0090 732-05923 1350.000 LFT | 39.60000 53460.00| 33.40000 45090.00| 39.60000 53460.00 WATER SERVICE LINE, 1 IN. | | | 0091 732-06623 1.000 EACH | 5220.00000 5220.00| 3671.95000 3671.95| 5220.00000 5220.00 SLEEVE , TAPPING SLEEVE, 10 IN. | | | 0092 732-06623 4.000 EACH | 7270.00000 29080.00| 4593.91000 18375.64| 7270.00000 29080.00 SLEEVE , TAPPING SLEEVE, 12 IN. | | | 0093 732-06623 3.000 EACH | 3330.00000 9990.00| 1999.91000 5999.73| 3330.00000 9990.00 SLEEVE , TAPPING SLEEVE, 4 IN. | | | 0094 732-06623 5.000 EACH | 3580.00000 17900.00| 2210.92000 11054.60| 3580.00000 17900.00 SLEEVE , TAPPING SLEEVE, 6 IN. | | | 0095 732-06623 7.000 EACH | 4130.00000 28910.00| 2684.92000 18794.44| 4130.00000 28910.00 SLEEVE , TAPPING SLEEVE, 8 IN. | | | 0096 732-06651 15.000 LFT | 142.00000 2130.00| 78.13000 1171.95| 142.00000 2130.00 WATER LINE, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -7 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 732-07826 20.000 EACH | 956.00000 19120.00| 737.23000 14744.60| 956.00000 19120.00 BUFFALO BOX AND METER | | | 0098 732-91738 400.000 LFT | 62.60000 25040.00| 53.56000 21424.00| 62.60000 25040.00 WATER MAIN, DUCTILE IRON, 6 IN. | | | 0099 732-91739 1600.000 LFT | 73.30000 117280.00| 56.49000 90384.00| 73.30000 117280.00 WATER MAIN, DUCTILE IRON, 8 IN. | | | 0100 732-96670 120.000 LFT | 202.00000 24240.00| 95.95000 11514.00| 202.00000 24240.00 WATER MAIN, DUCTILE IRON, 12 IN. | | | 0101 732-96948 2.000 EACH | 1170.00000 2340.00| 1497.81000 2995.62| 1170.00000 2340.00 GATE VALVE, 8 IN. | | | 0102 732-97009 9.000 EACH | 669.00000 6021.00| 381.17000 3430.53| 669.00000 6021.00 FIRE HYDRANT ASSEMBLY, REMOVE | | | 0103 801-01504 16.000 EACH | 49.70000 795.20| 46.00000 736.00| 46.00000 736.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0104 801-06203 32640.000 LFT | 0.15000 4896.00| 0.14000 4569.60| 0.14000 4569.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0105 801-06207 11200.000 LFT | 1.00000 11200.00| 0.94000 10528.00| 0.94000 10528.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0106 801-06577 340.000 LFT | 6.10000 2074.00| 5.66000 1924.40| 5.66000 1924.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0107 801-06640 73.000 EACH | 215.00000 15695.00| 199.00000 14527.00| 199.00000 14527.00 CONSTRUCTION SIGN, A | | | 0108 801-06645 31.000 EACH | 85.40000 2647.40| 79.00000 2449.00| 79.00000 2449.00 CONSTRUCTION SIGN, B | | | 0109 801-06710 825.000 DAY | 4.40000 3630.00| 4.03000 3324.75| 4.03000 3324.75 FLASHING ARROW SIGN | | | 0110 801-06775 LUMP | 125000.00000 125000.00| 119102.60000 119102.60| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0111 801-07023 2.000 EACH | 5620.00000 11240.00| 5200.00000 10400.00| 6900.00000 13800.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0112 801-07119 570.000 LFT | 15.10000 8607.00| 14.00000 7980.00| 14.00000 7980.00 BARRICADE, III-B | | | 0113 801-07612 142.000 LFT | 3.50000 497.00| 3.25000 461.50| 3.25000 461.50 TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0114 801-08401 320.000 LFT | 36.10000 11552.00| 20.00000 6400.00| 35.00000 11200.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -8 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 801-09133 4.000 EACH | 10300.00000 41200.00| 9570.00000 38280.00| 9570.00000 38280.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0116 802-05701 552.000 LFT | 13.40000 7396.80| 12.38000 6833.76| 12.38000 6833.76 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-07135 8.000 EACH | 2510.00000 20080.00| 2321.00000 18568.00| 2321.00000 18568.00 CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0118 802-76025 209.000 SFT | 12.80000 2675.20| 11.84000 2474.56| 11.84000 2474.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0119 802-76035 297.000 SFT | 14.10000 4187.70| 13.00000 3861.00| 13.00000 3861.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0120 802-76125 4.000 EACH | 9730.00000 38920.00| 8999.00000 35996.00| 8999.00000 35996.00 SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0121 802-93494 165.000 LFT | 11.90000 1963.50| 11.00000 1815.00| 11.00000 1815.00 POST, ROUND, GALVANIZED | | | 0122 802-97812 30.000 EACH | 146.00000 4380.00| 135.00000 4050.00| 135.00000 4050.00 STREET NAME IDENTIFICATION SIGN | | | 0123 805-01816 5.000 EACH | 878.00000 4390.00| 812.00000 4060.00| 812.00000 4060.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0124 805-01842 15.000 EACH | 719.00000 10785.00| 665.00000 9975.00| 665.00000 9975.00 HANDHOLE, SIGNAL | | | 0125 805-02037 3.000 EACH | 4120.00000 12360.00| 3812.00000 11436.00| 3812.00000 11436.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0126 805-02037 1.000 EACH | 5530.00000 5530.00| 5112.00000 5112.00| 5112.00000 5112.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | & 35 FT. ARM | | | 0127 805-02069 2.000 EACH | 4260.00000 8520.00| 3942.00000 7884.00| 3942.00000 7884.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0128 805-02072 1.000 EACH | 4370.00000 4370.00| 4042.00000 4042.00| 4042.00000 4042.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0129 805-02073 2.000 EACH | 4480.00000 8960.00| 4142.00000 8284.00| 4142.00000 8284.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0130 805-02087 LUMP | 1740.00000 1740.00| 1612.00000 1612.00| 1612.00000 1612.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0131 805-02151 24.000 EACH | 662.00000 15888.00| 612.00000 14688.00| 612.00000 14688.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -9 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 805-03159 1.000 EACH | 6280.00000 6280.00| 5812.00000 5812.00| 5812.00000 5812.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | AND 30 FT. ARM | | | 0133 805-05698 5.000 EACH | 770.00000 3850.00| 712.00000 3560.00| 712.00000 3560.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0134 805-06592 3280.000 LFT | 13.10000 42968.00| 12.12000 39753.60| 12.12000 39753.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0135 805-08464 4.000 EACH | 3460.00000 13840.00| 3200.00000 12800.00| 3200.00000 12800.00 RADIO, INTERCONNECT | | | 0137 805-78100 3.000 EACH | 13300.00000 39900.00| 12312.00000 36936.00| 12312.00000 36936.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0138 805-78205 16.000 EACH | 1090.00000 17440.00| 1012.00000 16192.00| 1012.00000 16192.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0139 805-78230 8.000 EACH | 1420.00000 11360.00| 1312.00000 10496.00| 1312.00000 10496.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0140 805-78412 2.000 EACH | 845.00000 1690.00| 782.00000 1564.00| 782.00000 1564.00 SIGNAL PEDESTAL, 9 FT. | | | 0141 805-78445 3.000 EACH | 554.00000 1662.00| 512.00000 1536.00| 512.00000 1536.00 SIGNAL SERVICE | | | 0142 805-78467 150.000 LFT | 2.30000 345.00| 2.12000 318.00| 2.12000 318.00 SIGNAL CABLE, 3C 8GA. | | | 0143 805-78470 5040.000 LFT | 0.50000 2520.00| 0.42000 2116.80| 0.42000 2116.80 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0144 805-78480 1880.000 LFT | 0.90000 1692.00| 0.80000 1504.00| 0.80000 1504.00 SIGNAL CABLE, 3C 14GA. | | | 0145 805-78485 3030.000 LFT | 1.30000 3939.00| 1.22000 3696.60| 1.22000 3696.60 SIGNAL CABLE, 5C 14GA. | | | 0146 805-78490 1110.000 LFT | 1.50000 1665.00| 1.42000 1576.20| 1.42000 1576.20 SIGNAL CABLE, 7C 14GA. | | | 0147 805-78510 2050.000 LFT | 0.90000 1845.00| 0.82000 1681.00| 0.82000 1681.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0148 805-78746 1780.000 LFT | 13.10000 23318.00| 12.12000 21573.60| 12.12000 21573.60 PREFORMED LOOP DETECTORS | | | 0149 805-78785 12.000 EACH | 554.00000 6648.00| 512.00000 6144.00| 512.00000 6144.00 SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -10 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0150 805-78795 900.000 LFT | 9.70000 8730.00| 9.00000 8100.00| 9.00000 8100.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0151 805-78900 2.000 EACH | 489.00000 978.00| 452.00000 904.00| 452.00000 904.00 PEDESTAL FOUNDATION, A | | | 0152 805-78925 3.000 EACH | 845.00000 2535.00| 782.00000 2346.00| 782.00000 2346.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0153 805-86838 2205.000 LFT | 2.20000 4851.00| 2.00000 4410.00| 2.00000 4410.00 WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0154 805-92504 17.000 EACH | 277.00000 4709.00| 256.00000 4352.00| 256.00000 4352.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0155 805-94295 64.000 EACH | 132.00000 8448.00| 122.00000 7808.00| 122.00000 7808.00 SIGNAL HEAD, RELOCATE | | | 0156 805-95889 7200.000 LFT | 0.90000 6480.00| 0.80000 5760.00| 0.80000 5760.00 WIRE, NO. 10 COPPER, 1C | | | 0157 805-96121 24.000 EACH | 110.00000 2640.00| 102.00000 2448.00| 102.00000 2448.00 PEDESTRIAN PUSH BUTTON AND SIGN | | | 0158 807-02191 2.000 EACH | 716.00000 1432.00| 662.00000 1324.00| 662.00000 1324.00 HANDHOLE, LIGHTING | | | 0159 807-02193 48.000 EACH | 845.00000 40560.00| 782.00000 37536.00| 782.00000 37536.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0160 807-04654 48.000 EACH | 1380.00000 66240.00| 1272.00000 61056.00| 1272.00000 61056.00 LIGHT POLE , 30 FT. EMH, 8 FT. MAST ARM | | | 0161 807-07580 9300.000 LFT | 9.90000 92070.00| 9.12000 84816.00| 9.12000 84816.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0162 807-86615 48.000 EACH | 337.00000 16176.00| 312.00000 14976.00| 312.00000 14976.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0163 807-86810 1.000 EACH | 3360.00000 3360.00| 3112.00000 3112.00| 3112.00000 3112.00 SERVICE POINT, II | | | 0164 807-86910 48.000 EACH | 21.60000 1036.80| 20.00000 960.00| 20.00000 960.00 CONNECTOR KIT, UNFUSED | | | 0165 807-86915 48.000 EACH | 24.90000 1195.20| 23.00000 1104.00| 23.00000 1104.00 CONNECTOR KIT, FUSED | | | 0166 807-86920 132.000 EACH | 20.50000 2706.00| 19.00000 2508.00| 19.00000 2508.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0167 807-86925 8.000 EACH | 24.90000 199.20| 23.00000 184.00| 23.00000 184.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -11 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0168 807-86930 100.000 EACH | 19.50000 1950.00| 18.00000 1800.00| 18.00000 1800.00 INSULATION LINK, NONWATERPROOFED | | | 0169 807-86935 24.000 EACH | 24.90000 597.60| 23.00000 552.00| 23.00000 552.00 INSULATION LINK, WATERPROOFED | | | 0170 807-86950 48.000 EACH | 56.20000 2697.60| 52.00000 2496.00| 52.00000 2496.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0171 808-06701 2892.000 LFT | 0.30000 867.60| 0.28000 809.76| 0.28000 809.76 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0172 808-06703 2365.000 LFT | 0.30000 709.50| 0.28000 662.20| 0.28000 662.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0173 808-06716 15000.000 LFT | 0.30000 4500.00| 0.29000 4350.00| 0.29000 4350.00 LINE, REMOVE | | | 0174 808-75240 1482.000 LFT | 0.30000 444.60| 0.28000 414.96| 0.28000 414.96 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0175 808-75245 8533.000 LFT | 0.30000 2559.90| 0.28000 2389.24| 0.28000 2389.24 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0176 808-75260 44.000 LFT | 1.90000 83.60| 1.71000 75.24| 1.71000 75.24 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0177 808-75278 28.000 LFT | 1.90000 53.20| 1.71000 47.88| 1.71000 47.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0178 808-75297 642.000 LFT | 3.70000 2375.40| 3.41000 2189.22| 3.41000 2189.22 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0179 808-75300 2564.000 LFT | 0.90000 2307.60| 0.85000 2179.40| 0.85000 2179.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0180 808-75320 37.000 EACH | 62.70000 2319.90| 58.00000 2146.00| 58.00000 2146.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0181 808-75325 24.000 EACH | 95.10000 2282.40| 88.00000 2112.00| 88.00000 2112.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0182 808-92027 222.000 LFT | 0.60000 133.20| 0.57000 126.54| 0.57000 126.54 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -12 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1569222 |( 2 ) 35-1068009 |( 3 ) 35-1120685 |GRIMMER CONSTRUCTION INC |DYER CONSTRUCTION CO |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0183 808-97222 3.000 EACH | 103.00000 309.00| 95.00000 285.00| 95.00000 285.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0184 808-98796 54.000 LFT | 2.20000 118.80| 2.00000 108.00| 2.00000 108.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0185 801-03290 4.000 EACH | 243.00000 972.00| 225.00000 900.00| 225.00000 900.00 CONSTRUCTION SIGN, C | | | 0186 805-78106 1.000 EACH | 19300.00000 19300.00| 17888.00000 17888.00| 17888.00000 17888.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0187 202-96151 LUMP | 2270.00000 2270.00| 2100.00000 2100.00| 2752.87000 2752.87 TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 7,335,638.80| $ 7,445,223.23| $ 7,462,104.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,335,638.80| $ 7,445,223.23| $ 7,462,104.83 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -13 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 87058.10000 87058.10| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 406580.57000 406580.57| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 162600.00000 162600.00| | CLEARING RIGHT OF WAY | | | 0009 202-01300 4.000 EACH | 1025.00000 4100.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-02240 13068.000 SYS | 12.50000 163350.00| | PAVEMENT REMOVAL | | | 0011 202-02273 100.000 SYS | 35.00000 3500.00| | CENTER CURB, CONCRETE, REMOVE | | | 0012 202-02637 1.000 LFT | 200.00000 200.00| | PIPE, ABANDON AND GROUT FILL | | | 0013 202-06541 28.000 EACH | 213.00000 5964.00| | REMOVE , VALVE | | | 0014 203-02000 14698.000 CYS | 27.98000 411250.04| | EXCAVATION, COMMON | | | 0015 205-03371 100.000 CYS | 40.00000 4000.00| | SEDIMENT, REMOVE | | | 0016 205-06933 5.000 EACH | 100.00000 500.00| | TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 590.000 LFT | 2.05000 1209.50| | TEMPORARY SILT FENCE | | | 0018 207-08267 2622.000 SYS | 33.00000 86526.00| | SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -14 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 207-08268 38517.000 SYS | 19.80000 762636.60| | SUBGRADE TREATMENT, TYPE IV | | | 0020 211-09264 9249.000 CYS | 29.00000 268221.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0021 301-07448 1750.000 TON | 18.65000 32637.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 304-07490 70.000 TON | 210.00000 14700.00| | HMA PATCHING, TYPE B | | | 0023 306-08034 2815.000 SYS | 3.00000 8445.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0024 401-06264 LUMP | 5450.00000 5450.00| | PROFILOGRAPH, HMA | | | 0025 401-07327 3165.000 TON | 91.00000 288015.00| | QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0026 401-07397 4902.000 TON | 79.30000 388728.60| | QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0027 401-07407 13878.000 TON | 69.80000 968684.40| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0028 401-07429 5959.000 TON | 77.45000 461524.55| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0029 406-05520 36.500 TON | 403.00000 14709.50| | ASPHALT FOR TACK COAT | | | 0030 604-05250 2721.000 LFT | 0.22000 598.62| | PREFORMED JOINT MATERIAL, 1/2 IN. | | | 0031 604-07894 36.000 SYS | 134.00000 4824.00| | CURB RAMP, CONCRETE, A | | | 0032 604-07897 9.000 SYS | 166.50000 1498.50| | CURB RAMP, CONCRETE, C | | | 0033 604-07898 28.000 SYS | 177.00000 4956.00| | CURB RAMP, CONCRETE, D | | | 0034 604-07900 276.000 SYS | 150.00000 41400.00| | CURB RAMP, CONCRETE, F MODIFIED | | | 0035 604-07901 84.000 SYS | 191.00000 16044.00| | CURB RAMP, CONCRETE, G | | | 0036 604-07902 18.000 SYS | 155.00000 2790.00| | CURB RAMP, CONCRETE, H | | | 0037 604-91531 4100.000 SYS | 39.50000 161950.00| | SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -15 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 605-06120 50.000 LFT | 30.30000 1515.00| | CURB, CONCRETE | | | 0039 605-06140 7633.000 LFT | 18.50000 141210.50| | CURB AND GUTTER, CONCRETE MODIFIED | | | 0040 605-06255 100.000 SYS | 110.00000 11000.00| | CENTER CURB, D, CONCRETE | | | 0041 610-08446 483.000 SYS | 62.25000 30066.75| | PCCP FOR APPROACHES, 6 IN. | | | 0042 610-09108 2139.000 SYS | 60.50000 129409.50| | PCCP FOR APPROACHES, 9 IN. | | | 0043 615-06505 7.000 EACH | 650.00000 4550.00| | MONUMENT, B | | | 0044 621-01004 2.000 EACH | 475.00000 950.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-06545 1.000 TON | 990.00000 990.00| | FERTILIZER | | | 0046 621-06554 195.000 LBS | 5.99000 1168.05| | SEED MIXTURE, U | | | 0047 621-06557 195.000 LBS | 4.30000 838.50| | SEED MIXTURE, T | | | 0048 621-06565 3.000 TON | 755.00000 2265.00| | MULCHING MATERIAL | | | 0049 621-06567 300.000 kGAL | 1.00000 300.00| | WATER | | | 0050 621-06575 6100.000 SYS | 3.45000 21045.00| | SODDING, NURSERY | | | 0051 628-09402 21.000 MOS | 2250.00000 47250.00| | FIELD OFFICE, B | | | 0052 628-09407 21.000 MOS | 195.00000 4095.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0053 715-04836 5.000 EACH | 2450.00000 12250.00| | GATE VALVE , 16 IN. | | | 0054 715-04836 1.000 EACH | 3370.00000 3370.00| | GATE VALVE , 18 IN. | | | 0055 715-05024 502.000 LFT | 70.30000 35290.60| | PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0056 715-05048 9687.000 LFT | 11.20000 108494.40| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -16 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-05146 72.000 LFT | 32.60000 2347.20| | PIPE, TYPE 2, CIRCULAR, 6 IN. | | | 0058 715-05147 18.000 LFT | 43.30000 779.40| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0059 715-05149 2635.000 LFT | 42.90000 113041.50| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0060 715-05151 1964.000 LFT | 35.90000 70507.60| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0061 715-05152 2005.000 LFT | 39.70000 79598.50| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0062 715-05153 30.000 LFT | 317.00000 9510.00| | PIPE, TYPE 2, CIRCULAR, 21 IN. | | | 0063 715-05154 2847.000 LFT | 42.70000 121566.90| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0064 715-05156 57.000 LFT | 118.00000 6726.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0065 715-05159 225.000 LFT | 114.00000 25650.00| | PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0066 715-05161 400.000 LFT | 110.00000 44000.00| | PIPE, TYPE 2, CIRCULAR, 48 IN. | | | 0067 715-05203 69.000 LFT | 26.00000 1794.00| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0068 715-09064 10923.000 LFT | 0.80000 8738.40| | VIDEO INSPECTION FOR PIPE | | | 0069 715-94151 25.000 LFT | 287.00000 7175.00| | WATER MAIN, 18 IN. , DUCTILE IRON | | | 0070 715-96669 4100.000 LFT | 101.00000 414100.00| | WATER MAIN, DUCTILE IRON, 16 IN. | | | 0071 715-98265 20.000 LFT | 337.00000 6740.00| | WATER MAIN, DUCTILE IRON, 4 IN. | | | 0072 718-06532 3000.000 LFT | 1.10000 3300.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0073 718-52610 765.000 CYS | 26.10000 19966.50| | AGGREGATE FOR UNDERDRAINS | | | 0074 718-99153 10447.000 SYS | 0.60000 6268.20| | GEOTEXTILES FOR UNDERDRAIN | | | 0075 720-44000 10.000 EACH | 453.00000 4530.00| | CASTING, ADJUST TO GRADE | | | 0076 720-45030 3.000 EACH | 1240.00000 3720.00| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -17 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 720-45035 1.000 EACH | 1240.00000 1240.00| | INLET, F7 | | | 0078 720-45045 59.000 EACH | 1570.00000 92630.00| | INLET, J10 | | | 0079 720-45055 33.000 EACH | 1570.00000 51810.00| | INLET, M10 | | | 0080 720-45410 47.000 EACH | 2260.00000 106220.00| | MANHOLE, C4 | | | 0081 720-45415 8.000 EACH | 4430.00000 35440.00| | MANHOLE, D4 | | | 0082 720-45416 4.000 EACH | 4630.00000 18520.00| | MANHOLE, E4 | | | 0083 720-96999 18.000 EACH | 3690.00000 66420.00| | FIRE HYDRANT ASSEMBLY | | | 0084 732-01898 90.000 LFT | 142.00000 12780.00| | WATER MAIN, DUCTILE IRON, 10 IN. | | | 0085 732-04926 1.000 EACH | 6500.00000 6500.00| | VALVE , 10 IN. EZ VALVE & INSERTION | | | 0086 732-04926 1.000 EACH | 7000.00000 7000.00| | VALVE , 12 IN. EZ VALVE & INSERTION | | | 0087 732-04926 3.000 EACH | 4000.00000 12000.00| | VALVE , 4 IN. EZ VALVE & INSERTION | | | 0088 732-04926 4.000 EACH | 4500.00000 18000.00| | VALVE , 6 IN. EZ VALVE & INSERTION | | | 0089 732-04926 6.000 EACH | 4800.00000 28800.00| | VALVE , 8 IN. EZ VALVE & INSERTION | | | 0090 732-05923 1350.000 LFT | 39.60000 53460.00| | WATER SERVICE LINE, 1 IN. | | | 0091 732-06623 1.000 EACH | 5220.00000 5220.00| | SLEEVE , TAPPING SLEEVE, 10 IN. | | | 0092 732-06623 4.000 EACH | 7270.00000 29080.00| | SLEEVE , TAPPING SLEEVE, 12 IN. | | | 0093 732-06623 3.000 EACH | 3330.00000 9990.00| | SLEEVE , TAPPING SLEEVE, 4 IN. | | | 0094 732-06623 5.000 EACH | 3580.00000 17900.00| | SLEEVE , TAPPING SLEEVE, 6 IN. | | | 0095 732-06623 7.000 EACH | 4130.00000 28910.00| | SLEEVE , TAPPING SLEEVE, 8 IN. | | | 0096 732-06651 15.000 LFT | 142.00000 2130.00| | WATER LINE, 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -18 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 732-07826 20.000 EACH | 956.00000 19120.00| | BUFFALO BOX AND METER | | | 0098 732-91738 400.000 LFT | 62.60000 25040.00| | WATER MAIN, DUCTILE IRON, 6 IN. | | | 0099 732-91739 1600.000 LFT | 73.30000 117280.00| | WATER MAIN, DUCTILE IRON, 8 IN. | | | 0100 732-96670 120.000 LFT | 202.00000 24240.00| | WATER MAIN, DUCTILE IRON, 12 IN. | | | 0101 732-96948 2.000 EACH | 1170.00000 2340.00| | GATE VALVE, 8 IN. | | | 0102 732-97009 9.000 EACH | 669.00000 6021.00| | FIRE HYDRANT ASSEMBLY, REMOVE | | | 0103 801-01504 16.000 EACH | 46.00000 736.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0104 801-06203 32640.000 LFT | 0.14000 4569.60| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0105 801-06207 11200.000 LFT | 0.94000 10528.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0106 801-06577 340.000 LFT | 5.66000 1924.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0107 801-06640 73.000 EACH | 199.00000 14527.00| | CONSTRUCTION SIGN, A | | | 0108 801-06645 31.000 EACH | 79.00000 2449.00| | CONSTRUCTION SIGN, B | | | 0109 801-06710 825.000 DAY | 4.03000 3324.75| | FLASHING ARROW SIGN | | | 0110 801-06775 LUMP | 205896.61000 205896.61| | MAINTAINING TRAFFIC | | | 0111 801-07023 2.000 EACH | 5200.00000 10400.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0112 801-07119 570.000 LFT | 14.00000 7980.00| | BARRICADE, III-B | | | 0113 801-07612 142.000 LFT | 3.25000 461.50| | TEMPORARY PAVEMENT MARKING, 24 IN. | | | 0114 801-08401 320.000 LFT | 36.88000 11801.60| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -19 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0115 801-09133 4.000 EACH | 9570.00000 38280.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0116 802-05701 552.000 LFT | 12.38000 6833.76| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-07135 8.000 EACH | 2321.00000 18568.00| | CABLE SPAN SIGN STRUCTURE FOUNDATION, I | | | 0118 802-76025 209.000 SFT | 11.84000 2474.56| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0119 802-76035 297.000 SFT | 13.00000 3861.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0120 802-76125 4.000 EACH | 8999.00000 35996.00| | SPAN OVERHEAD SIGN STRUCTURE, CABLESPAN | | | 0121 802-93494 165.000 LFT | 11.00000 1815.00| | POST, ROUND, GALVANIZED | | | 0122 802-97812 30.000 EACH | 135.00000 4050.00| | STREET NAME IDENTIFICATION SIGN | | | 0123 805-01816 5.000 EACH | 812.00000 4060.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0124 805-01842 15.000 EACH | 665.00000 9975.00| | HANDHOLE, SIGNAL | | | 0125 805-02037 3.000 EACH | 3812.00000 11436.00| | SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0126 805-02037 1.000 EACH | 5112.00000 5112.00| | SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | & 35 FT. ARM | | | 0127 805-02069 2.000 EACH | 3942.00000 7884.00| | SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0128 805-02072 1.000 EACH | 4042.00000 4042.00| | SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0129 805-02073 2.000 EACH | 4142.00000 8284.00| | SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0130 805-02087 LUMP | 1612.00000 1612.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0131 805-02151 24.000 EACH | 612.00000 14688.00| | PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -20 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0132 805-03159 1.000 EACH | 5812.00000 5812.00| | SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | AND 30 FT. ARM | | | 0133 805-05698 5.000 EACH | 712.00000 3560.00| | SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2FT. 6 IN. X 7 FT. | | | 0134 805-06592 3280.000 LFT | 12.12000 39753.60| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0135 805-08464 4.000 EACH | 3200.00000 12800.00| | RADIO, INTERCONNECT | | | 0137 805-78100 3.000 EACH | 12312.00000 36936.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0138 805-78205 16.000 EACH | 1012.00000 16192.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0139 805-78230 8.000 EACH | 1312.00000 10496.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0140 805-78412 2.000 EACH | 782.00000 1564.00| | SIGNAL PEDESTAL, 9 FT. | | | 0141 805-78445 3.000 EACH | 512.00000 1536.00| | SIGNAL SERVICE | | | 0142 805-78467 150.000 LFT | 2.12000 318.00| | SIGNAL CABLE, 3C 8GA. | | | 0143 805-78470 5040.000 LFT | 0.42000 2116.80| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0144 805-78480 1880.000 LFT | 0.80000 1504.00| | SIGNAL CABLE, 3C 14GA. | | | 0145 805-78485 3030.000 LFT | 1.22000 3696.60| | SIGNAL CABLE, 5C 14GA. | | | 0146 805-78490 1110.000 LFT | 1.42000 1576.20| | SIGNAL CABLE, 7C 14GA. | | | 0147 805-78510 2050.000 LFT | 0.82000 1681.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0148 805-78746 1780.000 LFT | 12.12000 21573.60| | PREFORMED LOOP DETECTORS | | | 0149 805-78785 12.000 EACH | 512.00000 6144.00| | SIGNAL DETECTOR HOUSING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -21 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0150 805-78795 900.000 LFT | 9.00000 8100.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0151 805-78900 2.000 EACH | 452.00000 904.00| | PEDESTAL FOUNDATION, A | | | 0152 805-78925 3.000 EACH | 782.00000 2346.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0153 805-86838 2205.000 LFT | 2.00000 4410.00| | WIRE, NO. 4 COPPER IN CONDUIT, 1C | | | 0154 805-92504 17.000 EACH | 256.00000 4352.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0155 805-94295 64.000 EACH | 122.00000 7808.00| | SIGNAL HEAD, RELOCATE | | | 0156 805-95889 7200.000 LFT | 0.80000 5760.00| | WIRE, NO. 10 COPPER, 1C | | | 0157 805-96121 24.000 EACH | 102.00000 2448.00| | PEDESTRIAN PUSH BUTTON AND SIGN | | | 0158 807-02191 2.000 EACH | 662.00000 1324.00| | HANDHOLE, LIGHTING | | | 0159 807-02193 48.000 EACH | 782.00000 37536.00| | LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0160 807-04654 48.000 EACH | 1272.00000 61056.00| | LIGHT POLE , 30 FT. EMH, 8 FT. MAST ARM | | | 0161 807-07580 9300.000 LFT | 9.12000 84816.00| | WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0162 807-86615 48.000 EACH | 312.00000 14976.00| | LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0163 807-86810 1.000 EACH | 3112.00000 3112.00| | SERVICE POINT, II | | | 0164 807-86910 48.000 EACH | 20.00000 960.00| | CONNECTOR KIT, UNFUSED | | | 0165 807-86915 48.000 EACH | 23.00000 1104.00| | CONNECTOR KIT, FUSED | | | 0166 807-86920 132.000 EACH | 19.00000 2508.00| | MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0167 807-86925 8.000 EACH | 23.00000 184.00| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -22 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0168 807-86930 100.000 EACH | 18.00000 1800.00| | INSULATION LINK, NONWATERPROOFED | | | 0169 807-86935 24.000 EACH | 23.00000 552.00| | INSULATION LINK, WATERPROOFED | | | 0170 807-86950 48.000 EACH | 52.00000 2496.00| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0171 808-06701 2892.000 LFT | 0.28000 809.76| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0172 808-06703 2365.000 LFT | 0.28000 662.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0173 808-06716 15000.000 LFT | 0.29000 4350.00| | LINE, REMOVE | | | 0174 808-75240 1482.000 LFT | 0.28000 414.96| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0175 808-75245 8533.000 LFT | 0.28000 2389.24| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0176 808-75260 44.000 LFT | 1.71000 75.24| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0177 808-75278 28.000 LFT | 1.71000 47.88| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0178 808-75297 642.000 LFT | 3.41000 2189.22| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0179 808-75300 2564.000 LFT | 0.85000 2179.40| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0180 808-75320 37.000 EACH | 58.00000 2146.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0181 808-75325 24.000 EACH | 88.00000 2112.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0182 808-92027 222.000 LFT | 0.57000 126.54| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 160 -23 TABULATION OF BIDS ROUTE : KENNEDY AVENUE CALL ORDER : 160 CONTRACT ID : R -30936-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0183 808-97222 3.000 EACH | 95.00000 285.00| | PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0184 808-98796 54.000 LFT | 2.00000 108.00| | LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN., 2 FT. LINE, 4 FT. GAP | | | 0185 801-03290 4.000 EACH | 225.00000 900.00| | CONSTRUCTION SIGN, C | | | 0186 805-78106 1.000 EACH | 17888.00000 17888.00| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 8 PHASE | | | 0187 202-96151 LUMP | 2100.00000 2100.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | SECTION TOTALS | $ 7,997,030.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,997,030.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 190 -1 VENDOR RANKING CALL ORDER : 190 CONTRACT ID : B -28680-A COUNTIES : PORTER LETTING DATE : 08/20/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 07/02/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0200777 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 32-0154474 JCI BRIDGE GROUP INC $ 879,239.40 100.0000% 2 35-1035122 GARIUP CONSTRUCTION CO INC $ 1,257,300.00 142.9986% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 190 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 190 CONTRACT ID : B -28680-A COUNTIES : PORTER LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1035122 |( ) |JCI BRIDGE GROUP INC |GARIUP CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK OVERLAY | | | 0001 105-06845 LUMP | 13000.00000 13000.00| 12000.00000 12000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 500.00000 1000.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 125.00000 1500.00| 300.00000 3600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 43000.00000 43000.00| 86965.25000 86965.25| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 4000.00000 4000.00| 2000.00000 2000.00| CLEARING RIGHT OF WAY | | | 0012 202-02241 373.000 LFT | 6.25000 2331.25| 15.00000 5595.00| GUARDRAIL, REMOVE | | | 0013 202-02279 134.000 LFT | 7.00000 938.00| 20.00000 2680.00| CURB AND GUTTER, REMOVE | | | 0014 202-51328 LUMP | 90000.00000 90000.00| 85000.00000 85000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0015 202-52710 57.000 SYS | 9.00000 513.00| 40.00000 2280.00| SIDEWALK, CONCRETE, REMOVE | | | 0016 202-90277 1.000 EACH | 300.00000 300.00| 1000.00000 1000.00| DETECTOR HOUSING, REMOVE | | | 0017 203-02000 35.000 CYS | 110.00000 3850.00| 90.00000 3150.00| EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 190 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 190 CONTRACT ID : B -28680-A COUNTIES : PORTER LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1035122 |( ) |JCI BRIDGE GROUP INC |GARIUP CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06937 400.000 LFT | 2.20000 880.00| 7.00000 2800.00| TEMPORARY SILT FENCE | | | 0019 303-01180 4.000 TON | 120.00000 480.00| 80.00000 320.00| COMPACTED AGGREGATE, NO. 53 | | | 0020 304-07490 67.000 TON | 150.00000 10050.00| 180.00000 12060.00| HMA PATCHING, TYPE B | | | 0021 304-07490 6.000 TON | 165.00000 990.00| 200.00000 1200.00| HMA PATCHING, TYPE B , FOR SHOULDERS | | | 0022 306-08033 364.000 SYS | 8.00000 2912.00| 10.00000 3640.00| MILLING, ASPHALT, 1 IN. | | | 0023 402-07451 40.000 TON | 125.00000 5000.00| 150.00000 6000.00| HMA WEDGE AND LEVEL, TYPE B | | | 0024 406-05521 644.000 SYS | 0.75000 483.00| 1.00000 644.00| ASPHALT FOR TACK COAT | | | 0025 601-02103 193.750 LFT | 24.00000 4650.00| 27.00000 5231.25| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0026 601-02800 4.000 EACH | 1050.00000 4200.00| 1250.00000 5000.00| GUARDRAIL TRANSITION, TGT | | | 0027 601-08434 1.000 EACH | 1000.00000 1000.00| 1200.00000 1200.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0028 601-61390 1.000 EACH | 60.00000 60.00| 100.00000 100.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0029 601-94689 3.000 EACH | 2500.00000 7500.00| 2800.00000 8400.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 175.000 LFT | 18.57000 3249.75| 21.00000 3675.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 604-07897 16.000 SYS | 155.00000 2480.00| 200.00000 3200.00| CURB RAMP, CONCRETE, C , MODIFIED | | | 0032 604-07903 16.000 SYS | 155.00000 2480.00| 200.00000 3200.00| CURB RAMP, CONCRETE, K | | | 0033 604-91531 40.000 SYS | 53.00000 2120.00| 100.00000 4000.00| SIDEWALK, CONCRETE, 4 IN. | | | 0034 605-06140 116.000 LFT | 30.00000 3480.00| 30.00000 3480.00| CURB AND GUTTER, CONCRETE | | | 0035 619-05926 LUMP | 16000.00000 16000.00| 18000.00000 18000.00| ENVIRONMENTAL CONTROL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 190 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 190 CONTRACT ID : B -28680-A COUNTIES : PORTER LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1035122 |( ) |JCI BRIDGE GROUP INC |GARIUP CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 619-51859 LUMP | 24000.00000 24000.00| 27000.00000 27000.00| PAINT STEEL BRIDGE | | | 0037 619-61000 LUMP | 42000.00000 42000.00| 60000.00000 60000.00| CLEAN STEEL BRIDGE | | | 0038 621-01004 1.000 EACH | 525.00000 525.00| 600.00000 600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 120.000 SYS | 6.05000 726.00| 10.00000 1200.00| MULCHED SEEDING, R | | | 0040 628-09402 6.000 MOS | 2200.00000 13200.00| 4500.00000 27000.00| FIELD OFFICE, B | | | 0041 628-09407 6.000 MOS | 100.00000 600.00| 600.00000 3600.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0042 702-51005 8.500 CYS | 2100.00000 17850.00| 2800.00000 23800.00| CONCRETE, A, SUBSTRUCTURE | | | 0043 702-51863 414.000 EACH | 10.00000 4140.00| 85.00000 35190.00| FIELD DRILLED HOLE IN CONCRETE | | | 0044 703-51032 19962.000 LBS | 2.00000 39924.00| 1.75000 34933.50| REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 67.200 CYS | 2100.00000 141120.00| 1500.00000 100800.00| CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-01268 82.000 LFT | 80.00000 6560.00| 73.00000 5986.00| HANDRAIL, ALUMINUM , SALVAGE AND RESET | | | 0047 706-06347 245.000 LFT | 185.50000 45447.50| 210.00000 51450.00| RAILING, CF-1 | | | 0048 708-51813 770.000 SFT | 90.00000 69300.00| 116.00000 89320.00| PNEUMATICALLY PLACED MORTAR | | | 0049 708-51814 770.000 SFT | 10.00000 7700.00| 10.00000 7700.00| WELDED STEEL WIRE FABRIC | | | 0050 709-51821 LUMP | 3115.00000 3115.00| 3500.00000 3500.00| SURFACE SEAL | | | 0051 711-51038 LUMP | 50000.00000 50000.00| 50000.00000 50000.00| STRUCTURAL STEEL | | | 0052 711-51864 48.000 EACH | 45.00000 2160.00| 80.00000 3840.00| DRILLED HOLE | | | 0053 711-51877 LUMP | 25000.00000 25000.00| 190000.00000 190000.00| JACKING AND SUPPORTING BEAMS | | | 0054 722-51401 145.000 SFT | 50.00000 7250.00| 80.00000 11600.00| BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 190 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 190 CONTRACT ID : B -28680-A COUNTIES : PORTER LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1035122 |( ) |JCI BRIDGE GROUP INC |GARIUP CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 722-51842 365.000 SYS | 85.00000 31025.00| 80.00000 29200.00| BRIDGE DECK OVERLAY | | | 0056 722-51846 6.000 CYS | 300.00000 1800.00| 4000.00000 24000.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0057 722-51852 290.000 SFT | 12.00000 3480.00| 50.00000 14500.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0058 722-60824 320.000 SYS | 8.00000 2560.00| 20.00000 6400.00| SURFACE MILLING | | | 0059 724-51925 206.000 LFT | 150.00000 30900.00| 160.00000 32960.00| STRUCTURAL EXPANSION JOINT, SS | | | 0060 726-99095 4.000 EACH | 1200.00000 4800.00| 1500.00000 6000.00| BEARING ASSEMBLY, ELASTOMERIC, I A | | | 0061 726-99095 15.000 EACH | 1300.00000 19500.00| 1200.00000 18000.00| BEARING ASSEMBLY, ELASTOMERIC, I B | | | 0062 726-99095 1.000 EACH | 1800.00000 1800.00| 2000.00000 2000.00| BEARING ASSEMBLY, ELASTOMERIC, I C | | | 0063 726-99095 2.000 EACH | 3400.00000 6800.00| 4000.00000 8000.00| BEARING ASSEMBLY, ELASTOMERIC, I D | | | 0064 726-99095 3.000 EACH | 1000.00000 3000.00| 1000.00000 3000.00| BEARING ASSEMBLY, ELASTOMERIC, I E | | | 0065 727-90308 340.000 LFT | 75.00000 25500.00| 150.00000 51000.00| EPOXY INJECTION, CRACK PREPARATION | | | 0066 727-90309 51.000 GAL | 80.00000 4080.00| 180.00000 9180.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0067 727-93560 LUMP | 1200.00000 1200.00| 4500.00000 4500.00| EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0068 801-03290 4.000 EACH | 165.00000 660.00| 185.00000 740.00| CONSTRUCTION SIGN, C | | | 0069 801-04308 3.000 EACH | 335.00000 1005.00| 375.00000 1125.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06625 38.000 EACH | 84.00000 3192.00| 95.00000 3610.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 10.000 EACH | 105.00000 1050.00| 120.00000 1200.00| CONSTRUCTION SIGN, A | | | 0072 801-06645 4.000 EACH | 55.00000 220.00| 65.00000 260.00| CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 4000.00000 4000.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0074 801-07118 48.000 LFT | 9.25000 444.00| 12.00000 576.00| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 190 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 190 CONTRACT ID : B -28680-A COUNTIES : PORTER LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 32-0154474 |( 2 ) 35-1035122 |( ) |JCI BRIDGE GROUP INC |GARIUP CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 801-07119 24.000 LFT | 12.00000 288.00| 15.00000 360.00| BARRICADE, III-B | | | 0076 805-78510 431.000 LFT | 2.50000 1077.50| 4.00000 1724.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0077 805-78785 1.000 EACH | 650.00000 650.00| 900.00000 900.00| SIGNAL DETECTOR HOUSING | | | 0078 805-78795 143.000 LFT | 8.80000 1258.40| 13.00000 1859.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0079 808-06713 100.000 LFT | 0.55000 55.00| 1.00000 100.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0080 808-06714 520.000 LFT | 0.55000 286.00| 1.00000 520.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0081 808-06726 20.000 LFT | 8.00000 160.00| 20.00000 400.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | 0082 808-75007 12.000 LFT | 6.50000 78.00| 20.00000 240.00| LINE, PAINT, SOLID, WHITE, 6 IN. | | | SECTION TOTALS | $ 879,239.40| $ 1,257,300.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 879,239.40| $ 1,257,300.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 06/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400710 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 741,781.43 90.3694% 2 35-1523985 WIRTZ & YATES INC $ 820,832.39 100.0000% 3 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 853,707.11 104.0050% 4 35-1035122 GARIUP CONSTRUCTION CO INC $ 886,700.00 108.0245% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 936,899.65 114.1402% 6 32-0154474 JCI BRIDGE GROUP INC $ 1,056,100.06 128.6621% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1523985 |( 3 ) 35-1106884 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES INC |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 1500.00000 1500.00| 14000.00000 14000.00| 11150.00000 11150.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 37000.00000 37000.00| 45000.00000 45000.00| 42500.00000 42500.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 1471.74000 1471.74| 20000.00000 20000.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 30000.00000 30000.00| 75000.00000 75000.00| 123000.00000 123000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-99187 480.000 LFT | 5.53000 2654.40| 10.00000 4800.00| 3.90000 1872.00 FENCE, FARM FIELD, REMOVE | | | 0011 203-02000 262.000 CYS | 37.63000 9859.06| 15.00000 3930.00| 15.85000 4152.70 EXCAVATION, COMMON | | | 0012 203-02070 2586.000 CYS | 16.59000 42901.74| 16.00000 41376.00| 17.50000 45255.00 BORROW | | | 0013 203-51223 46.000 CYS | 30.42000 1399.32| 15.00000 690.00| 14.00000 644.00 EXCAVATION, WATERWAY | | | 0014 205-06931 9.400 TON | 80.43000 756.04| 40.00000 376.00| 114.00000 1071.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06937 1570.000 LFT | 3.15000 4945.50| 2.25000 3532.50| 1.82000 2857.40 TEMPORARY SILT FENCE | | | 0016 206-51230 179.000 CYS | 70.29000 12581.91| 120.00000 21480.00| 14.00000 2506.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08267 2567.000 SYS | 6.16000 15812.72| 8.00000 20536.00| 7.67000 19688.89 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1523985 |( 3 ) 35-1106884 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES INC |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 213-09269 9.000 CYS | 168.81000 1519.29| 150.00000 1350.00| 180.00000 1620.00 FLOWABLE BACKFILL, NON-REMOVEABLE | | | 0019 301-07448 228.000 TON | 20.96000 4778.88| 24.00000 5472.00| 21.00000 4788.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 22.800 CYS | 24.93000 568.40| 25.00000 570.00| 46.00000 1048.80 DENSE GRADED SUBBASE | | | 0021 306-08043 467.000 SYS | 10.48000 4894.16| 12.00000 5604.00| 9.00000 4203.00 MILLING, TRANSITION | | | 0022 402-07432 219.000 TON | 90.00000 19710.00| 103.50000 22666.50| 90.00000 19710.00 HMA SURFACE, TYPE A | | | 0023 402-07435 303.000 TON | 80.00000 24240.00| 92.00000 27876.00| 80.00000 24240.00 HMA INTERMEDIATE, TYPE A | | | 0024 402-07440 987.000 TON | 70.00000 69090.00| 80.50000 79453.50| 70.00000 69090.00 HMA BASE, TYPE A | | | 0025 406-05521 4850.000 SYS | 1.00000 4850.00| 1.15000 5577.50| 1.00000 4850.00 ASPHALT FOR TACK COAT | | | 0026 601-01128 4.000 EACH | 1425.00000 5700.00| 1638.00000 6552.00| 1425.00000 5700.00 GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01846 2.000 EACH | 2000.00000 4000.00| 2300.00000 4600.00| 2000.00000 4000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06037 2.000 EACH | 1050.00000 2100.00| 1250.00000 2500.00| 1050.00000 2100.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 113.000 LFT | 26.00000 2938.00| 30.00000 3390.00| 26.00000 2938.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 602-06729 8.000 EACH | 4.98000 39.84| 15.00000 120.00| 5.00000 40.00 BARRIER DELINEATOR | | | 0031 609-06257 137.000 SYS | 110.74000 15171.38| 60.00000 8220.00| 67.00000 9179.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0032 610-07486 86.000 TON | 105.00000 9030.00| 120.75000 10384.50| 105.00000 9030.00 HMA FOR APPROACHES, TYPE A | | | 0033 610-08446 158.000 SYS | 102.42000 16182.36| 37.00000 5846.00| 65.00000 10270.00 PCCP FOR APPROACHES, 6 IN. | | | 0034 615-06490 14.000 EACH | 146.00000 2044.00| 167.90000 2350.60| 146.00000 2044.00 RIGHT OF WAY MARKER | | | 0035 616-02320 755.000 SYS | 2.60000 1963.00| 4.00000 3020.00| 2.75000 2076.25 GEOTEXTILES | | | 0036 616-06405 587.000 TON | 42.70000 25064.90| 49.00000 28763.00| 47.50000 27882.50 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1523985 |( 3 ) 35-1106884 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES INC |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-01004 1.000 EACH | 575.00000 575.00| 700.00000 700.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06559 3769.000 SYS | 0.86000 3241.34| 1.05000 3957.45| 0.86000 3241.34 MULCHED SEEDING, R | | | 0039 621-06567 0.110 kGAL | 10.00000 1.10| 11.00000 1.21| 10.00000 1.10 WATER | | | 0040 621-06574 27.000 SYS | 89.90000 2427.30| 100.00000 2700.00| 89.90000 2427.30 SODDING | | | 0041 628-09401 10.000 MOS | 2725.53000 27255.30| 2400.00000 24000.00| 2700.00000 27000.00 FIELD OFFICE, A | | | 0043 701-51195 530.000 LFT | 90.82000 48134.60| 70.00000 37100.00| 78.35000 41525.50 PILE, STEEL H, HP 12" X 53" | | | 0044 701-91792 24.000 EACH | 90.00000 2160.00| 130.00000 3120.00| 90.00000 2160.00 PILE TIP, STEEL H | | | 0045 702-51005 79.400 CYS | 800.00000 63520.00| 700.00000 55580.00| 725.00000 57565.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 11.000 CYS | 457.68000 5034.48| 700.00000 7700.00| 5035.00000 55385.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 5096.000 LBS | 1.18000 6013.28| 1.66400 8479.74| 1.37000 6981.52 REINFORCING STEEL | | | 0048 703-51032 34254.000 LBS | 1.24000 42474.96| 1.72750 59173.79| 1.47000 50353.38 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 138.000 CYS | 853.76000 117818.88| 700.00000 96600.00| 750.00000 103500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-05733 4.000 EACH | 3196.50000 12786.00| 1500.00000 6000.00| 2222.00000 8888.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0051 706-51020 5.800 CYS | 1684.88000 9772.30| 700.00000 4060.00| 717.00000 4158.60 CONCRETE, C, RAILING | | | 0052 709-51821 LUMP | 3548.13000 3548.13| 3400.00000 3400.00| 2205.00000 2205.00 SURFACE SEAL | | | 0053 715-05169 64.000 LFT | 46.07000 2948.48| 40.00000 2560.00| 43.00000 2752.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-05175 56.000 LFT | 63.95000 3581.20| 60.00000 3360.00| 59.00000 3304.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0055 715-46005 2.000 EACH | 662.88000 1325.76| 180.00000 360.00| 296.00000 592.00 PIPE END SECTION, 15 IN. | | | 0056 715-46030 2.000 EACH | 747.88000 1495.76| 500.00000 1000.00| 526.00000 1052.00 PIPE END SECTION, 30 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 35-1523985 |( 3 ) 35-1106884 |LAPORTE CONSTRUCTION CO |WIRTZ & YATES INC |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-03290 4.000 EACH | 255.00000 1020.00| 240.00000 960.00| 185.00000 740.00 CONSTRUCTION SIGN, C | | | 0058 801-04308 4.000 EACH | 335.00000 1340.00| 600.00000 2400.00| 345.00000 1380.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06625 14.000 EACH | 80.00000 1120.00| 110.00000 1540.00| 80.00000 1120.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 14.000 EACH | 100.00000 1400.00| 170.00000 2380.00| 105.00000 1470.00 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP | 2903.69000 2903.69| 10000.00000 10000.00| 2250.00000 2250.00 MAINTAINING TRAFFIC | | | 0062 801-07118 96.000 LFT | 8.25000 792.00| 20.00000 1920.00| 8.50000 816.00 BARRICADE, III-A | | | 0063 801-07119 48.000 LFT | 10.75000 516.00| 20.00000 960.00| 10.75000 516.00 BARRICADE, III-B | | | 0064 802-07059 9.000 EACH | 35.00000 315.00| 42.00000 378.00| 35.00000 315.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0065 802-07060 1.000 EACH | 160.00000 160.00| 200.00000 200.00| 160.00000 160.00 SIGN, SHEET, RELOCATE | | | 0066 802-76025 18.300 SFT | 22.70000 415.41| 30.00000 549.00| 22.70000 415.41 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 802-76035 7.070 SFT | 26.00000 183.82| 30.00000 212.10| 26.00000 183.82 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0068 802-76055 50.000 LFT | 9.00000 450.00| 12.00000 600.00| 9.00000 450.00 SIGN POST, A | | | 0069 808-04298 1.000 EACH | 750.00000 750.00| 1800.00000 1800.00| 750.00000 750.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0070 808-06713 1700.000 LFT | 0.45000 765.00| 0.60000 1020.00| 0.43000 731.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06714 1700.000 LFT | 0.45000 765.00| 0.60000 1020.00| 0.43000 731.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 741,781.43| $ 820,832.39| $ 853,707.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 741,781.43| $ 820,832.39| $ 853,707.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-0918397 |( 6 ) 32-0154474 |GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 58000.00000 58000.00| 10400.00000 10400.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 110-01001 LUMP | 55169.50000 55169.50| 45000.00000 45000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 35000.00000 35000.00| 13500.00000 13500.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0009 202-51330 LUMP | 20500.00000 20500.00| 185821.75000 185821.75| 195000.00000 195000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-99187 480.000 LFT | 4.50000 2160.00| 2.00000 960.00| 2.00000 960.00 FENCE, FARM FIELD, REMOVE | | | 0011 203-02000 262.000 CYS | 27.00000 7074.00| 23.00000 6026.00| 55.00000 14410.00 EXCAVATION, COMMON | | | 0012 203-02070 2586.000 CYS | 15.00000 38790.00| 22.00000 56892.00| 18.00000 46548.00 BORROW | | | 0013 203-51223 46.000 CYS | 135.00000 6210.00| 60.00000 2760.00| 100.00000 4600.00 EXCAVATION, WATERWAY | | | 0014 205-06931 9.400 TON | 84.00000 789.60| 195.00000 1833.00| 100.00000 940.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06937 1570.000 LFT | 7.00000 10990.00| 1.82000 2857.40| 1.82000 2857.40 TEMPORARY SILT FENCE | | | 0016 206-51230 179.000 CYS | 28.00000 5012.00| 40.00000 7160.00| 20.00000 3580.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08267 2567.000 SYS | 14.50000 37221.50| 11.00000 28237.00| 8.50000 21819.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 213-09269 9.000 CYS | 145.00000 1305.00| 140.00000 1260.00| 135.00000 1215.00 FLOWABLE BACKFILL, NON-REMOVEABLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-0918397 |( 6 ) 32-0154474 |GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 301-07448 228.000 TON | 16.00000 3648.00| 40.00000 9120.00| 40.00000 9120.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0020 302-07455 22.800 CYS | 36.00000 820.80| 150.00000 3420.00| 50.00000 1140.00 DENSE GRADED SUBBASE | | | 0021 306-08043 467.000 SYS | 3.00000 1401.00| 5.00000 2335.00| 9.00000 4203.00 MILLING, TRANSITION | | | 0022 402-07432 219.000 TON | 90.00000 19710.00| 102.20000 22381.80| 114.00000 24966.00 HMA SURFACE, TYPE A | | | 0023 402-07435 303.000 TON | 85.00000 25755.00| 89.80000 27209.40| 95.25000 28860.75 HMA INTERMEDIATE, TYPE A | | | 0024 402-07440 987.000 TON | 84.00000 82908.00| 80.75000 79700.25| 77.84000 76828.08 HMA BASE, TYPE A | | | 0025 406-05521 4850.000 SYS | 1.90000 9215.00| 0.10000 485.00| 0.25000 1212.50 ASPHALT FOR TACK COAT | | | 0026 601-01128 4.000 EACH | 1600.00000 6400.00| 1425.00000 5700.00| 1425.00000 5700.00 GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01846 2.000 EACH | 2300.00000 4600.00| 2000.00000 4000.00| 2000.00000 4000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0028 601-06037 2.000 EACH | 1175.00000 2350.00| 1050.00000 2100.00| 1050.00000 2100.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 113.000 LFT | 30.00000 3390.00| 26.00000 2938.00| 26.00000 2938.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0030 602-06729 8.000 EACH | 20.00000 160.00| 4.98000 39.84| 10.00000 80.00 BARRIER DELINEATOR | | | 0031 609-06257 137.000 SYS | 95.00000 13015.00| 65.00000 8905.00| 100.00000 13700.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0032 610-07486 86.000 TON | 92.00000 7912.00| 115.20000 9907.20| 125.00000 10750.00 HMA FOR APPROACHES, TYPE A | | | 0033 610-08446 158.000 SYS | 70.00000 11060.00| 60.00000 9480.00| 50.00000 7900.00 PCCP FOR APPROACHES, 6 IN. | | | 0034 615-06490 14.000 EACH | 165.00000 2310.00| 146.00000 2044.00| 146.00000 2044.00 RIGHT OF WAY MARKER | | | 0035 616-02320 755.000 SYS | 4.50000 3397.50| 3.50000 2642.50| 3.00000 2265.00 GEOTEXTILES | | | 0036 616-06405 587.000 TON | 40.00000 23480.00| 40.00000 23480.00| 45.00000 26415.00 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH | 650.00000 650.00| 575.00000 575.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-0918397 |( 6 ) 32-0154474 |GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06559 3769.000 SYS | 1.00000 3769.00| 0.88000 3316.72| 0.86000 3241.34 MULCHED SEEDING, R | | | 0039 621-06567 0.110 kGAL | 2500.00000 275.00| 10.00000 1.10| 10.00000 1.10 WATER | | | 0040 621-06574 27.000 SYS | 100.00000 2700.00| 89.90000 2427.30| 89.90000 2427.30 SODDING | | | 0041 628-09401 10.000 MOS | 4500.00000 45000.00| 2500.00000 25000.00| 2500.00000 25000.00 FIELD OFFICE, A | | | 0043 701-51195 530.000 LFT | 90.00000 47700.00| 110.00000 58300.00| 90.00000 47700.00 PILE, STEEL H, HP 12" X 53" | | | 0044 701-91792 24.000 EACH | 340.00000 8160.00| 150.00000 3600.00| 100.00000 2400.00 PILE TIP, STEEL H | | | 0045 702-51005 79.400 CYS | 730.00000 57962.00| 700.00000 55580.00| 1200.00000 95280.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 11.000 CYS | 250.00000 2750.00| 600.00000 6600.00| 600.00000 6600.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 5096.000 LBS | 1.80000 9172.80| 1.65000 8408.40| 2.00000 10192.00 REINFORCING STEEL | | | 0048 703-51032 34254.000 LBS | 1.80000 61657.20| 1.70000 58231.80| 2.25000 77071.50 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 138.000 CYS | 660.00000 91080.00| 700.00000 96600.00| 1000.00000 138000.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-05733 4.000 EACH | 2700.00000 10800.00| 2000.00000 8000.00| 2400.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0051 706-51020 5.800 CYS | 1670.00000 9686.00| 800.00000 4640.00| 900.00000 5220.00 CONCRETE, C, RAILING | | | 0052 709-51821 LUMP | 3500.00000 3500.00| 5000.00000 5000.00| 3080.00000 3080.00 SURFACE SEAL | | | 0053 715-05169 64.000 LFT | 43.00000 2752.00| 50.00000 3200.00| 50.00000 3200.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0054 715-05175 56.000 LFT | 95.00000 5320.00| 65.00000 3640.00| 80.00000 4480.00 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0055 715-46005 2.000 EACH | 450.00000 900.00| 550.00000 1100.00| 350.00000 700.00 PIPE END SECTION, 15 IN. | | | 0056 715-46030 2.000 EACH | 1350.00000 2700.00| 900.00000 1800.00| 890.00000 1780.00 PIPE END SECTION, 30 IN. | | | 0057 801-03290 4.000 EACH | 300.00000 1200.00| 176.00000 704.00| 180.00000 720.00 CONSTRUCTION SIGN, C | | | 0058 801-04308 4.000 EACH | 375.00000 1500.00| 189.00000 756.00| 325.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 200 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 200 CONTRACT ID : B -29775-A COUNTIES : LAKE LETTING DATE : 08/20/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1035122 |( 5 ) 35-0918397 |( 6 ) 32-0154474 |GARIUP CONSTRUCTION CO INC |RIETH RILEY CONSTRUCTION |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 801-06625 14.000 EACH | 90.00000 1260.00| 84.00000 1176.00| 85.00000 1190.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 14.000 EACH | 115.00000 1610.00| 103.00000 1442.00| 140.00000 1960.00 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP | 8000.00000 8000.00| 1000.00000 1000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0062 801-07118 96.000 LFT | 10.00000 960.00| 11.36000 1090.56| 12.00000 1152.00 BARRICADE, III-A | | | 0063 801-07119 48.000 LFT | 12.00000 576.00| 14.30000 686.40| 13.00000 624.00 BARRICADE, III-B | | | 0064 802-07059 9.000 EACH | 40.00000 360.00| 35.00000 315.00| 60.00000 540.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0065 802-07060 1.000 EACH | 180.00000 180.00| 160.00000 160.00| 230.00000 230.00 SIGN, SHEET, RELOCATE | | | 0066 802-76025 18.300 SFT | 30.00000 549.00| 22.70000 415.41| 41.00000 750.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 802-76035 7.070 SFT | 30.00000 212.10| 26.00000 183.82| 47.00000 332.29 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0068 802-76055 50.000 LFT | 10.00000 500.00| 9.00000 450.00| 12.00000 600.00 SIGN POST, A | | | 0069 808-04298 1.000 EACH | 100.00000 100.00| 500.00000 500.00| 1500.00000 1500.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0070 808-06713 1700.000 LFT | 1.00000 1700.00| 1.00000 1700.00| 0.44000 748.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06714 1700.000 LFT | 1.00000 1700.00| 1.00000 1700.00| 0.44000 748.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 886,700.00| $ 936,899.65| $ 1,056,100.06 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 886,700.00| $ 936,899.65| $ 1,056,100.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : M -30238-B COUNTIES : CRAWFORD ORANGE LETTING DATE : 08/20/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 07/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710544 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1526557 MIDWEST MOLE INC $ 259,030.00 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 262,592.00 101.3751% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 289,000.00 111.5701% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 240 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 240 CONTRACT ID : M -30238-B COUNTIES : CRAWFORD ORANGE LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1526557 |( 2 ) 35-1817574 |( 3 ) 35-1487672 |MIDWEST MOLE INC |YARDBERRY LANDSCAPE |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-08520 2.000 EACH | 100.00000 200.00| 350.00000 700.00| 118.00000 236.00 CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 20.000 MOS | 100.00000 2000.00| 150.00000 3000.00| 118.00000 2360.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 13000.00000 13000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 206-51235 LUMP | 103159.00000 103159.00| 55000.00000 55000.00| 66624.00000 66624.00 COFFERDAM | | | 0010 725-06858 330.000 LFT | 225.00000 74250.00| 337.00000 111210.00| 317.50000 104775.00 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0011 725-06859 167.000 LFT | 298.00000 49766.00| 441.00000 73647.00| 470.00000 78490.00 PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0012 801-03290 3.000 EACH | 200.00000 600.00| 550.00000 1650.00| 495.00000 1485.00 CONSTRUCTION SIGN, C | | | 0013 801-06640 17.000 EACH | 200.00000 3400.00| 140.00000 2380.00| 125.00000 2125.00 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP | 15650.00000 15650.00| 5000.00000 5000.00| 19900.00000 19900.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 259,030.00| $ 262,592.00| $ 289,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 259,030.00| $ 262,592.00| $ 289,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -1 VENDOR RANKING CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 12/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0800312 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 JAMES H DREW CORPORATION $ 553,795.00 100.0000% 2 35-1643252 C-TECH CORPORATION INC $ 568,374.00 102.6326% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -2 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 105-08520 2.000 EACH | 175.00000 350.00| 225.00000 450.00| CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 24.000 MOS | 65.00000 1560.00| 125.00000 3000.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0006 202-02241 1000.000 LFT | 4.25000 4250.00| 3.60000 3600.00| GUARDRAIL, REMOVE | | | 0007 202-02271 4.000 EACH | 1800.00000 7200.00| 1200.00000 4800.00| HEADWALL, REMOVE | | | 0008 202-74025 300.000 LFT | 3.50000 1050.00| 4.00000 1200.00| FENCE, REMOVE | | | 0009 203-02000 30.000 CYS | 155.00000 4650.00| 30.00000 900.00| EXCAVATION, COMMON , FOR CONSTRUCTION | | | OF PAD FOR OS | | | 0010 203-02070 20.000 CYS | 70.00000 1400.00| 40.00000 800.00| BORROW , FOR CONSTRUCTION OF PAD FOR OS | | | 0011 303-01180 40.000 TON | 55.00000 2200.00| 50.00000 2000.00| COMPACTED AGGREGATE, NO. 53 , FOR | | | CONSTRUCTION OF PAD FOR OS | | | 0012 601-01846 6.000 EACH | 2045.00000 12270.00| 1900.00000 11400.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0013 601-02208 1.000 EACH | 95.00000 95.00| 150.00000 150.00| GUARDRAIL TERMINAL SECTION, GALVANIZED, | | | 11 IN., INSTALLED | | | 0014 601-02209 1.000 EACH | 65.00000 65.00| 100.00000 100.00| GUARDRAIL, STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE, GALVANIZED, INSTALLED| | | 0015 601-02211 200.000 EACH | 65.00000 13000.00| 96.00000 19200.00| GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | | IN LONG, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -3 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0016 601-03457 10.000 EACH | 176.00000 1760.00| 270.00000 2700.00| GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | | FT. 6 IN. | | | 0017 601-03463 5.000 EACH | 15.00000 75.00| 30.00000 150.00| GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION, LABOR ONLY | | | 0018 601-03469 200.000 EACH | 8.00000 1600.00| 7.00000 1400.00| W BEAM BACK UP PLATE, STEEL | | | 0019 601-03471 20.000 EACH | 1730.00000 34600.00| 2025.00000 40500.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGE 1 | | | 0020 601-03471 4.000 EACH | 3720.00000 14880.00| 3600.00000 14400.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGES 1, 2, 3, AND 4 | | | MS | | | 0021 601-03471 1.000 EACH | 3720.00000 3720.00| 3600.00000 3600.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGES 1, 2, 3, AND 4 | | | OS | | | 0022 601-03471 3.000 EACH | 3180.00000 9540.00| 3200.00000 9600.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGES 1, 2, AND 3 | | | 0023 601-03471 9.000 EACH | 2050.00000 18450.00| 2500.00000 22500.00| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGES 1, AND 2 | | | 0024 601-03677 3.000 EACH | 825.00000 2475.00| 250.00000 750.00| ANCHOR, TYPE 5 | | | 0025 601-05856 2.000 EACH | 510.00000 1020.00| 750.00000 1500.00| CAT , 10 GA. SLOTTED RAIL, MKWB | | | 0026 601-05856 2.000 EACH | 405.00000 810.00| 650.00000 1300.00| CAT , 12 GA. SLOTTED RAIL, MKWB | | | 0027 601-05856 5.000 EACH | 275.00000 1375.00| 140.00000 700.00| CAT , FOUNDATION TUBE RESET | | | 0028 601-05856 1.000 EACH | 300.00000 300.00| 525.00000 525.00| CAT , NOSE PLATE, MKNP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -4 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 601-05856 5.000 EACH | 275.00000 1375.00| 475.00000 2375.00| CAT , NOSE SIDE PLATE, MKSD | | | 0030 601-05856 5.000 EACH | 225.00000 1125.00| 175.00000 875.00| CAT , POST, WOOD, NO. 1 | | | 0031 601-05856 10.000 EACH | 225.00000 2250.00| 175.00000 1750.00| CAT , POST, WOOD, NO. 2-6 | | | 0032 601-05856 1.000 EACH | 1050.00000 1050.00| 1200.00000 1200.00| CAT , REPAIR, LABOR ONLY | | | 0033 601-05856 1.000 EACH | 650.00000 650.00| 600.00000 600.00| CAT , STAGE 1 REPAIR, LABOR ONLY | | | 0034 601-05856 1.000 EACH | 1050.00000 1050.00| 1200.00000 1200.00| CAT , STAGES 1, 2, AND 3 REPAIR, LABOR | | | ONLY | | | 0035 601-05856 1.000 EACH | 900.00000 900.00| 600.00000 600.00| CAT , STAGES 1, AND 2 REPAIR, LABOR ONL | | | 0036 601-06037 1.000 EACH | 750.00000 750.00| 1000.00000 1000.00| GUARDRAIL END TREATMENT, I | | | 0037 601-06053 250.000 EACH | 25.00000 6250.00| 21.00000 5250.00| GUARDRAIL , BRACKET | | | 0038 601-06273 1.000 EACH | 20.00000 20.00| 50.00000 50.00| GUARDRAIL END TREATMENT, SKT-350 , SKT | | | 350 OR ET-2000, BLOCKS ONLY | | | 0039 601-06273 1.000 EACH | 1125.00000 1125.00| 1800.00000 1800.00| GUARDRAIL END TREATMENT, SKT-350 , | | | SKT-350 OR ET-2000, HEAD ONLY | | | 0040 601-06273 1.000 EACH | 300.00000 300.00| 750.00000 750.00| GUARDRAIL END TREATMENT, SKT-350 , | | | SKT-350 OR ET-2000, RESET HEAD | | | 0041 601-06273 1.000 EACH | 400.00000 400.00| 650.00000 650.00| GUARDRAIL END TREATMENT, SKT-350 , | | | SKT-350 OR ET-2000, SLOTTED RAIL ONLY | | | 0042 601-06273 1.000 EACH | 185.00000 185.00| 225.00000 225.00| GUARDRAIL END TREATMENT, SKT-350 , | | | SKT-350 OR SKT-2000, POST ONLY | | | 0043 601-06854 6.000 EACH | 3785.00000 22710.00| 2250.00000 13500.00| GUARDRAIL, W-BEAM, NESTED | | | 0044 601-06854 1.000 EACH | 25.00000 25.00| 22.00000 22.00| GUARDRAIL, W-BEAM, NESTED , TIMBER | | | BLOCK ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -5 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0045 601-09238 10.000 EACH | 50.00000 500.00| 65.00000 650.00| HAND DIG GUARDRAIL POST HOLES | | | 0046 601-52540 1.000 EACH | 2045.00000 2045.00| 2000.00000 2000.00| GUARDRAIL TERMINAL SECTION, W BEAM | | | 0047 601-61320 400.000 LFT | 20.00000 8000.00| 17.00000 6800.00| CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | 0048 601-61330 300.000 LFT | 16.00000 4800.00| 5.00000 1500.00| CHANNEL, 6.7 LBS PER LFT, 5 IN., | | | GALVANIZED | | | 0049 601-61340 60.000 EACH | 165.00000 9900.00| 74.00000 4440.00| GUARDRAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0050 601-61380 1.000 EACH | 50.00000 50.00| 80.00000 80.00| GUARDRAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | 0051 601-61390 10.000 EACH | 45.00000 450.00| 80.00000 800.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0052 601-61410 1.000 EACH | 75.00000 75.00| 80.00000 80.00| GUARDRAIL TERMINAL SECTION, DOUBLE FACE | | | GALVANIZED | | | 0053 601-61550 1.000 EACH | 85.00000 85.00| 70.00000 70.00| GUARDRAIL TERMINAL END SECTION, ALUMINU | | | 0054 601-62070 5000.000 LFT | 11.25000 56250.00| 12.60000 63000.00| GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0055 601-62090 1000.000 LFT | 4.50000 4500.00| 3.15000 3150.00| GUARDRAIL, STEEL BEAM, INSTALL | | | 0056 601-62100 10.000 EACH | 30.00000 300.00| 30.00000 300.00| GUARDRAIL POST, STEEL, INSTALL | | | 0057 601-62110 200.000 LFT | 5.60000 1120.00| 3.15000 630.00| GUARDRAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0058 601-62120 10.000 EACH | 6.00000 60.00| 8.00000 80.00| GUARDRAIL POST BRACKET, INSTALL | | | 0059 601-62149 10.000 EACH | 180.00000 1800.00| 100.00000 1000.00| GUARDRAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 8 FT. 3 IN. LONG | | | 0060 601-62297 1.000 EACH | 80.00000 80.00| 85.00000 85.00| GUARDRAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -6 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 601-62530 1.000 EACH | 320.00000 320.00| 145.00000 145.00| GUARDRAIL PIER CONNECTION, ES | | | 0062 601-62540 600.000 EACH | 26.00000 15600.00| 23.00000 13800.00| GUARDRAIL POST, PLUMB | | | 0063 601-62554 500.000 LFT | 4.00000 2000.00| 2.75000 1375.00| GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM | | | INSTALL | | | 0064 601-62570 1.000 EACH | 25.00000 25.00| 25.00000 25.00| GUARDRAIL DIAPHRAGM, ALUMINUM | | | 0065 601-62600 1.000 EACH | 75.00000 75.00| 50.00000 50.00| GUARDRAIL POST BRACKET, A, ALUMINUM | | | 0066 601-62720 50.000 LFT | 20.00000 1000.00| 9.00000 450.00| GUARDRAIL, TUBING, 1, ALUMINUM | | | 0067 601-62770 40.000 EACH | 11.00000 440.00| 13.00000 520.00| GUARDRAIL ANCHOR, 0.75 IN. BOLT, | | | GALVANIZED THRU CONCRETE BRIDGE | | | 0068 601-90382 20.000 EACH | 100.00000 2000.00| 50.00000 1000.00| GUARDRAIL POST, ALUMINUM, 7 FT. | | | 0069 601-90389 8.000 EACH | 95.00000 760.00| 150.00000 1200.00| GUARDRAIL TERMINAL SECTION, GALVANIZED, | | | 11 IN. | | | 0070 601-90677 20.000 EACH | 30.00000 600.00| 30.00000 600.00| DRILLED BRACKET, INSTALL | | | 0071 601-90678 10.000 CYS | 300.00000 3000.00| 275.00000 2750.00| CONCRETE, A, BURIED END SECTION | | | 0072 601-90960 40.000 LFT | 25.00000 1000.00| 9.00000 360.00| GUARDRAIL, TUBE, ALUMINUM, III | | | 0073 601-90962 5.000 EACH | 30.00000 150.00| 40.00000 200.00| GUARDRAIL EXPANSION ANCHORS, REPLACEMEN | | | 0074 601-91423 1.000 EACH | 35.00000 35.00| 30.00000 30.00| GUARDRAIL SPLICE PLATE, C, LABOR ONLY | | | 0075 601-91504 3.000 EACH | 125.00000 375.00| 145.00000 435.00| GUARDRAIL POST, W1, 10 IN X 10 IN | | | 0076 601-91505 3.000 EACH | 95.00000 285.00| 125.00000 375.00| GUARDRAIL POST, W2, 8 IN. X 8 IN. | | | 0077 601-91512 12.000 EACH | 40.00000 480.00| 30.00000 360.00| GUARDRAIL ATTENUATING TERMINAL, WOOD | | | BLOCK, MKA | | | 0078 601-91513 12.000 EACH | 40.00000 480.00| 30.00000 360.00| GUARDRAIL ATTENUATING TERMINAL, WOOD | | | BLOCK, MKE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -7 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 601-91542 4.000 EACH | 25.00000 100.00| 20.00000 80.00| GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0080 601-91576 4.000 EACH | 25.00000 100.00| 20.00000 80.00| GUARDRAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0081 601-91649 1.000 EACH | 150.00000 150.00| 210.00000 210.00| GUARDRAIL THRIE BEAM TRANSITION SECTION | | | GALVANIZED | | | 0082 601-91650 20.000 LFT | 30.00000 600.00| 21.00000 420.00| GUARDRAIL THRIE BEAM EXPANSION RAIL, | | | GALVANIZED | | | 0083 601-91653 1.000 EACH | 105.00000 105.00| 160.00000 160.00| GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | | GALVANIZED | | | 0084 601-92973 2.000 EACH | 400.00000 800.00| 275.00000 550.00| GUARDRAIL END TREATMENT, LABOR ONLY | | | 0085 601-93346 5.000 EACH | 90.00000 450.00| 130.00000 650.00| GUARDRAIL CONNECTOR, AS | | | 0086 601-94689 13.000 EACH | 2800.00000 36400.00| 4250.00000 55250.00| GUARDRAIL END TREATMENT, OS , ET-2000 | | | 0087 601-94689 12.000 EACH | 2925.00000 35100.00| 4200.00000 50400.00| GUARDRAIL END TREATMENT, OS , SKT-350 | | | 0088 601-94690 1.000 EACH | 4150.00000 4150.00| 6100.00000 6100.00| GUARDRAIL END TREATMENT, MS | | | 0089 601-95342 1.000 EACH | 125.00000 125.00| 110.00000 110.00| GUARDRAIL SPLICE PLATE, C, GALVANIZED | | | 0090 601-95917 20.000 EACH | 40.00000 800.00| 32.00000 640.00| GUARDRAIL POST PADDLE, ALUMINUM, INSTAL | | | 0091 601-95924 5.000 EACH | 25.00000 125.00| 30.00000 150.00| GUARDRAIL TERMINAL PIECE,ALUMINUM, | | | INSTALL | | | 0092 601-95927 3.000 EACH | 200.00000 600.00| 250.00000 750.00| GUARDRAIL TERMINAL SECTION, SINGLEFACE, | | | BURIED END, ALUMINUM, INSTALL | | | 0093 601-95928 3.000 EACH | 225.00000 675.00| 250.00000 750.00| GUARDRAIL TERMINAL SECTION, DOUBLEFACE, | | | BURIED END, ALUMINUM, INSTALL | | | 0094 601-95972 15.000 EACH | 100.00000 1500.00| 80.00000 1200.00| GUARDRAIL POST (CRT), 8 IN.X 6 IN. | | | TREATED LUMBER, 6 FT. 0 IN. LONG | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -8 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 601-98826 1.000 EACH | 100.00000 100.00| 85.00000 85.00| BREAKAWAY CABLE TERMINAL, A, BASE | | | PADDLE POST OR ALTERNATE POST ASSEMBLY | | | A USING PLATE B TS 6 X 6 X 0.1875 IN | | | 0096 601-98836 1.000 EACH | 100.00000 100.00| 85.00000 85.00| BREAKAWAY CABLE TERMINAL, A, TERMINAL | | | TUBE POST OR POST 1 A 2 TS 6 X 6 X 0. | | | 1875 IN., REPAIR | | | 0097 601-98837 25.000 LFT | 11.00000 275.00| 18.00000 450.00| BREAKAWAY CABLE TERMINAL, A, PUNCHED | | | GUARD RAIL SECTION, NOMINAL 25 FT., | | | REPAIR | | | 0098 601-98838 3.000 EACH | 135.00000 405.00| 85.00000 255.00| BREAKAWAY CABLE TERMINAL, A, FOUNDATION | | | POST, INCLUDING PLATES B AND C, REPAIR | | | 0099 601-99105 2500.000 LFT | 23.00000 57500.00| 22.00000 55000.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0100 601-99106 50.000 LFT | 33.00000 1650.00| 36.00000 1800.00| GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | | 0101 601-99108 50.000 LFT | 42.00000 2100.00| 33.00000 1650.00| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0102 601-99109 50.000 LFT | 50.00000 2500.00| 50.00000 2500.00| GUARDRAIL, W BEAM, DOUBLE FACED, 3 FT. | | | 1.5 IN. SPACING | | | 0103 601-99132 1.000 EACH | 45.00000 45.00| 75.00000 75.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0104 601-99133 1.000 EACH | 45.00000 45.00| 60.00000 60.00| GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0105 603-01932 100.000 LFT | 23.00000 2300.00| 36.00000 3600.00| FENCE, CHAIN LINK, 96 IN. | | | 0106 603-06040 2000.000 LFT | 7.00000 14000.00| 6.85000 13700.00| FENCE, FARM FIELD, 47 IN. | | | 0107 603-06045 800.000 LFT | 11.00000 8800.00| 14.00000 11200.00| FENCE, CHAIN LINK, 48 IN. | | | 0108 603-06060 150.000 LFT | 6.00000 900.00| 5.10000 765.00| FENCE, FARM FIELD, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -9 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0109 603-06065 150.000 LFT | 8.00000 1200.00| 6.10000 915.00| FENCE, CHAIN LINK, RESET , 48 INCH | | | 0110 603-06065 100.000 LFT | 13.00000 1300.00| 27.00000 2700.00| FENCE, CHAIN LINK, RESET , 72 INCH | | | 0111 603-06065 100.000 LFT | 15.00000 1500.00| 28.00000 2800.00| FENCE, CHAIN LINK, RESET , 96 INCH | | | 0112 603-92636 100.000 LFT | 17.00000 1700.00| 32.00000 3200.00| FENCE, CHAIN LINK, 72 IN. | | | 0113 603-98840 1000.000 LFT | 7.50000 7500.00| 6.00000 6000.00| FENCE, CHAIN LINK FABRIC, 9 GAUGE , 48 | | | INCH | | | 0114 603-98840 100.000 LFT | 9.50000 950.00| 16.00000 1600.00| FENCE, CHAIN LINK FABRIC, 9 GAUGE , 72 | | | INCH | | | 0115 603-98840 100.000 LFT | 11.50000 1150.00| 18.00000 1800.00| FENCE, CHAIN LINK FABRIC, 9 GAUGE , 96 | | | INCH | | | 0116 603-98842 75.000 EACH | 55.00000 4125.00| 70.00000 5250.00| POST, LINE, 3.65 LBS PER LFT. , 48 INCH | | | 0117 603-98842 10.000 EACH | 65.00000 650.00| 150.00000 1500.00| POST, LINE, 3.65 LBS PER LFT. , 72 INCH | | | 0118 603-98842 1.000 EACH | 75.00000 75.00| 200.00000 200.00| POST, LINE, 3.65 LBS PER LFT. , 96 INCH | | | 0119 603-98848 75.000 EACH | 10.00000 750.00| 16.00000 1200.00| POST, LINE, CHAIN LINK , 48 INCH POST | | | PLUMB | | | 0120 603-98848 5.000 EACH | 115.00000 575.00| 275.00000 1375.00| POST, LINE, CHAIN LINK , 5.79 LB/FT END | | | PULL AND CORNER POSTS | | | 0121 603-98848 5.000 EACH | 10.00000 50.00| 60.00000 300.00| POST, LINE, CHAIN LINK , 72 INCH POST | | | PLUMB | | | 0122 603-98848 5.000 EACH | 10.00000 50.00| 60.00000 300.00| POST, LINE, CHAIN LINK , 96 INCH POST | | | PLUMB | | | 0123 603-98849 30.000 EACH | 14.50000 435.00| 30.00000 900.00| POST, LINE, FARM FIELD | | | 0124 603-98849 10.000 EACH | 7.00000 70.00| 8.00000 80.00| POST, LINE, FARM FIELD , PLUMB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -10 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0125 603-98850 1000.000 LFT | 1.30000 1300.00| 1.20000 1200.00| WIRE, 4 POINT BARB, 12.5 GAUGE | | | 0126 603-98851 1000.000 LFT | 1.30000 1300.00| 1.20000 1200.00| WIRE, TENSION, 7 GAUGE | | | 0127 603-98852 20.000 EACH | 40.00000 800.00| 40.00000 800.00| FENCE, 1.25 IN. DIAGONAL BRACE, 2.27 | | | LBS/LFT | | | 0128 603-98853 4.000 EACH | 19.00000 76.00| 16.00000 64.00| FENCE, TRUSS ROD, .375 IN. | | | 0129 603-98855 4.000 EACH | 9.00000 36.00| 10.00000 40.00| FENCE, FLAT STRETCHER BAR, .1875 IN. X | | | 75 IN. | | | 0130 616-02320 200.000 SYS | 45.00000 9000.00| 4.50000 900.00| GEOTEXTILES , FOR CONSTRUCTION OF PAD | | | FOR OS | | | 0131 616-06405 20.000 TON | 125.00000 2500.00| 48.00000 960.00| RIPRAP, REVETMENT , FOR CONSTRUCTION OF | | | PAD FOR OS | | | 0134 702-06850 10.000 EACH | 80.00000 800.00| 35.00000 350.00| SOUND BARRIER , CAP | | | 0135 702-06850 10.000 EACH | 255.00000 2550.00| 475.00000 4750.00| SOUND BARRIER , EXPANSION JOINT | | | 0136 702-06850 10.000 EACH | 185.00000 1850.00| 160.00000 1600.00| SOUND BARRIER , FLASHING | | | 0137 702-06850 1.000 EACH | 1250.00000 1250.00| 3000.00000 3000.00| SOUND BARRIER , POST | | | 0138 702-06850 15.000 EACH | 400.00000 6000.00| 100.00000 1500.00| SOUND BARRIER , POST PLUMB | | | 0139 702-06851 300.000 LFT | 65.00000 19500.00| 63.00000 18900.00| SOUND BARRIER | | | 0140 702-06851 250.000 LFT | 40.00000 10000.00| 15.00000 3750.00| SOUND BARRIER , LABOR ONLY | | | 0145 706-62310 1.000 EACH | 75.00000 75.00| 60.00000 60.00| BRIDGE RAILING BRACKET A, GALVANIZED | | | 0146 706-62320 1.000 EACH | 75.00000 75.00| 60.00000 60.00| BRIDGE RAILING BRACKET B, GALVANIZED | | | 0147 706-62390 1.000 EACH | 275.00000 275.00| 120.00000 120.00| BRIDGE RAILING POST, 6 | | | 0148 706-62400 1.000 EACH | 275.00000 275.00| 120.00000 120.00| BRIDGE RAILING POST, 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 250 -11 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 250 CONTRACT ID : M -31010-B COUNTIES : VARIOUS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0821499 |( 2 ) 35-1643252 |( ) |JAMES H DREW CORPORATION |C-TECH CORPORATION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0149 706-90676 1.000 EACH | 15.00000 15.00| 20.00000 20.00| EXPANSION ANCHOR | | | 0150 706-95929 25.000 EACH | 75.00000 1875.00| 40.00000 1000.00| BRIDGE RAILING POST, 5, ALUMINUM, | | | INSTALL | | | 0151 706-95930 15.000 EACH | 75.00000 1125.00| 40.00000 600.00| BRIDGE RAILING POST, 5A, ALUMINUM, | | | INSTALL | | | 0152 711-98839 10.000 EACH | 100.00000 1000.00| 75.00000 750.00| ANCHOR ASSEMBLY AS1, REPAIR | | | 0154 807-06796 1.000 EACH | 35.00000 35.00| 10.00000 10.00| ELECTRIC , GROUND ROD FOR FENCE | | | SECTION TOTALS | $ 553,795.00| $ 568,374.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 553,795.00| $ 568,374.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 450 -1 VENDOR RANKING CALL ORDER : 450 CONTRACT ID : T -30383-B COUNTIES : DAVIESS LETTING DATE : 08/20/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 04/30/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710907 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1675187 HUMMEL ELECTRIC INC $ 207,255.30 100.0000% 2 74-2851603 QUANTA SERVICES INC $ 210,806.90 101.7136% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 450 -2 TABULATION OF BIDS ROUTE : US 50 CALL ORDER : 450 CONTRACT ID : T -30383-B COUNTIES : DAVIESS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC INC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP | 1200.00000 1200.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| 50.00000 50.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 80.00000 640.00| 50.00000 400.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 10362.76000 10362.76| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-01300 1.000 EACH | 1500.00000 1500.00| 3500.00000 3500.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0011 202-86946 1.000 EACH | 300.00000 300.00| 250.00000 250.00| HANDHOLE, REMOVE | | | 0012 628-09408 8.000 MOS | 200.00000 1600.00| 100.00000 800.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0013 628-09409 8.000 MOS | 150.00000 1200.00| 50.00000 400.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0014 801-03290 4.000 EACH | 250.00000 1000.00| 195.00000 780.00| CONSTRUCTION SIGN, C | | | 0015 801-06640 21.000 EACH | 200.00000 4200.00| 150.00000 3150.00| CONSTRUCTION SIGN, A | | | 0016 801-06710 30.000 DAY | 10.00000 300.00| 60.00000 1800.00| FLASHING ARROW SIGN | | | 0017 801-06775 LUMP | 3600.00000 3600.00| 3500.00000 3500.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 450 -3 TABULATION OF BIDS ROUTE : US 50 CALL ORDER : 450 CONTRACT ID : T -30383-B COUNTIES : DAVIESS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC INC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 802-05701 24.000 LFT | 14.00000 336.00| 8.00000 192.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0020 802-76025 10.000 SFT | 20.00000 200.00| 25.00000 250.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0021 802-76035 18.000 SFT | 25.00000 450.00| 16.00000 288.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0022 805-01815 4.000 EACH | 2300.00000 9200.00| 1800.00000 7200.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0023 805-01842 11.000 EACH | 800.00000 8800.00| 800.00000 8800.00| HANDHOLE, SIGNAL | | | 0024 805-02087 LUMP | 600.00000 600.00| 500.00000 500.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0025 805-06592 2829.000 LFT | 18.00000 50922.00| 18.00000 50922.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0026 805-06834 1.000 EACH | 9360.00000 9360.00| 11500.00000 11500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0027 805-78205 10.000 EACH | 768.00000 7680.00| 850.00000 8500.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0028 805-78215 2.000 EACH | 672.00000 1344.00| 820.00000 1640.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0029 805-78415 3.000 EACH | 1800.00000 5400.00| 1450.00000 4350.00| SPAN, CATENARY, AND TETHER | | | 0030 805-78420 3.000 EACH | 288.00000 864.00| 300.00000 900.00| DISCONNECT HANGER | | | 0031 805-78445 1.000 EACH | 500.00000 500.00| 550.00000 550.00| SIGNAL SERVICE | | | 0032 805-78467 70.000 LFT | 2.25000 157.50| 2.80000 196.00| SIGNAL CABLE, 3C 8GA. | | | 0033 805-78470 2928.000 LFT | 0.48000 1405.44| 0.30000 878.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0034 805-78485 1253.000 LFT | 1.50000 1879.50| 2.10000 2631.30| SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/10/08 PAGE : 450 -4 TABULATION OF BIDS ROUTE : US 50 CALL ORDER : 450 CONTRACT ID : T -30383-B COUNTIES : DAVIESS LETTING DATE : 08/20/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 74-2851603 |( ) |HUMMEL ELECTRIC INC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 805-78490 1008.000 LFT | 1.80000 1814.40| 2.30000 2318.40| SIGNAL CABLE, 7C 14GA. | | | 0036 805-78510 4860.000 LFT | 0.88000 4276.80| 1.60000 7776.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0037 805-78785 10.000 EACH | 500.00000 5000.00| 650.00000 6500.00| SIGNAL DETECTOR HOUSING | | | 0038 805-78795 1056.000 LFT | 9.60000 10137.60| 8.50000 8976.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0039 805-78925 1.000 EACH | 1000.00000 1000.00| 550.00000 550.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0040 805-81060 4.000 EACH | 5540.00000 22160.00| 5200.00000 20800.00| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0041 805-92504 24.000 EACH | 50.00000 1200.00| 300.00000 7200.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0042 808-05866 14.300 SYS | 44.00000 629.20| 20.00000 286.00| PAVEMENT MESSAGE MARKING, REMOVE | | | 0043 808-06368 56.000 LFT | 4.80000 268.80| 3.80000 212.80| TRANSVERSE MARKING, REMOVE | | | 0044 808-74805 105.000 LFT | 16.20000 1701.00| 15.00000 1575.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0045 808-74807 4.000 EACH | 198.00000 792.00| 150.00000 600.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0046 808-74808 3.000 EACH | 285.60000 856.80| 160.00000 480.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0047 805-78480 250.000 LFT | 1.25000 312.50| 1.60000 400.00| SIGNAL CABLE, 3C 14GA. | | | 0048 805-95466 2.000 EACH | 16000.00000 32000.00| 14100.00000 28200.00| FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | | 6 IN. I BEAM AND FOUNDATION , SOLAR | | | POWERED | | | SECTION TOTALS | $ 207,255.30| $ 210,806.90| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 207,255.30| $ 210,806.90| $ ====================================================================================================================================