Ohio Department of Transportation Jerry Wray, Director Date : 06/22/95 Page : 001 -1 Tabulation of Bids Odot Project Number

OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 001 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950228 AWARDED VENDOR NUMBER : 61-1159499 CALL ORDER : 001 CONTRACT ID : CDEF10978 COUNTIES : DEFIANCE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01 CONTRACT TIME : 05/30/96 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NHG-63(30) FOR IMPROVING SECTION DEF-24-10.16, U.S. ROUTE 24 IN NOBLE TOWNSHIP, DEFIANCE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING TOWER LIGHTING.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 61-1159499 RUTH COMPANY THE DBA RCK INC $ 517,213.89 100.0000% 2 34-1577801 MILLER CABLE COMPANY P O BOX 68 $ 538,203.00 104.0581% 3 31-1115885 DORY M P CO (INC) PO BOX 248 $ 555,020.54 107.3096% 4 34-4477671 ROMANOFF ELECTRIC CORPORATION $ 560,795.63 108.4262% 5 31-4408319 FAIRFIELD W G CO THE (INC) $ 617,770.40 119.4419% ======|(1) 61-1159499 |(2) 34-1577801 |(3) 31-1115885 |RUTH COMPANY THE DBA RCK INC|MILLER CABLE COMPANY |DORY M P CO (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 DRAINAGE | | | 0001 603E00400 60.000 LF | 2.50000 150.00| 5.00000 300.00| 7.40000 444.00 4" CONDUIT, TYPE E | | | SECTION TOTALS | $ 150.00| $ 300.00| $ 444.00 ------+------+------+------SECTION 0002 LIGHTING | | | 0002 625E01500 12.000 EACH| 31.00000 372.00| 60.00000 720.00| 48.00000 576.00 CABLE SPLICING KIT | | | 0003 625E13200 13.000 EACH| 9875.00000 128375.00| 9800.00000 127400.00| 9060.00000 117780.00 LIGHT TOWER, BBBB100 | | | 0004 625E13204 1.000 EACH| 10700.00000 10700.00| 10300.00000 10300.00| 9750.00000 9750.00 LIGHT TOWER, BBBB110 | | | 0005 625E13400 5.000 EACH| 9985.00000 49925.00| 10000.00000 50000.00| 9150.00000 45750.00 LIGHT TOWER, BBBBBB100 | | | 0006 625E13404 10.000 EACH| 10780.00000 107800.00| 10500.00000 105000.00| 9850.00000 98500.00 LIGHT TOWER, BBBBBB110 | | | 0007 625E15000 27.000 EACH| 1485.00000 40095.00| 2600.00000 70200.00| 3090.00000 83430.00 LIGHT TOWER FOUNDATION, 36" X 15' DEEP | | | 0008 625E15100 2.000 EACH| 1640.00000 3280.00| 4000.00000 8000.00| 3330.00000 6660.00 LIGHT TOWER FOUNDATION, 36" X 20' DEEP | | | 0009 625E20000 1.000 EACH| 1617.00000 1617.00| 1700.00000 1700.00| 1340.00000 1340.00 PORTABLE POWER UNIT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 001 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950228 AWARDED VENDOR NUMBER : 61-1159499 CALL ORDER : 001 CONTRACT ID : CDEF10978 COUNTIES : DEFIANCE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(1) 61-1159499 |(2) 34-1577801 |(3) 31-1115885 |RUTH COMPANY THE DBA RCK INC|MILLER CABLE COMPANY |DORY M P CO (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0010 625E21100 1.000 EACH| 2225.00000 2225.00| 2600.00000 2600.00| 3680.00000 3680.00 LIGHT TOWER MAINTENANCE PLATFORM, TYPE | | | B | | | 0011 625E23308 696.000 LF | 2.11000 1468.56| 2.50000 1740.00| 2.76000 1920.96 DISTRIBUTION CABLE, MISC.: 4/0 AWG, 600 | | | VOLT | | | 0012 625E24330 12513.000 LF | 2.95000 36913.35| 2.80000 35036.40| 2.74000 34285.62 1-1/2" DUCT CABLE WITH THREE NO. 2 AWG | | | 5000 VOLT CABLES | | | 0013 625E25900 434.000 LF | 19.50000 8463.00| 36.00000 15624.00| 27.00000 11718.00 CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT, SIZE: 3" | | | 0014 625E27000 16.000 EACH| 512.00000 8192.00| 500.00000 8000.00| 464.00000 7424.00 LUMINAIRE, ASYMMETRIC, 400 WATT HIGH | | | PRESSURE SODIUM, 713.21, 480 VOLT | | | 0015 625E27200 130.000 EACH| 512.00000 66560.00| 410.00000 53300.00| 464.00000 60320.00 LUMINAIRE, SYMMETRIC, 400 WATT HIGH | | | PRESSURE SODIUM, 713.21, 480 VOLT | | | 0016 625E29002 11936.000 LF | 1.20000 14323.20| 1.00000 11936.00| 2.30000 27452.80 TRENCH, 24" DEEP | | | 0017 625E29600 30.000 LF | 18.00000 540.00| 5.00000 150.00| 33.00000 990.00 TRENCH IN PAVED AREA, TYPE B | | | 0018 625E30706 4.000 EACH| 485.00000 1940.00| 570.00000 2280.00| 585.00000 2340.00 PULL BOX, 713.08, 24" | | | 0019 625E32000 61.000 EACH| 80.50000 4910.50| 150.00000 9150.00| 89.00000 5429.00 GROUND ROD | | | 0020 625E34001 1.000 EACH| 2675.00000 2675.00| 6000.00000 6000.00| 9800.00000 9800.00 POWER SERVICE, AS PER PLAN LOCATION "A" | | | 0021 625E34001 1.000 EACH| 2675.00000 2675.00| 4500.00000 4500.00| 6400.00000 6400.00 POWER SERVICE, AS PER PLAN LOCATION "B" | | | 0022 625E36000 11966.000 LF | 0.08000 957.28| 0.10000 1196.60| 0.21000 2512.86 SPECIAL - PLASTIC CAUTION TAPE | | | 0023 625E38000 LUMP| 550.00000 550.00| 500.00000 500.00| 1370.00000 1370.00 HIGH VOLTAGE TEST | | | 0024 625E40000 LUMP| 1170.00000 1170.00| 100.00000 100.00| 500.00000 500.00 SPECIAL - MAINTAIN EXISTING LIGHTING | | | 0025 633E70500 27.000 SF | 15.00000 405.00| 10.00000 270.00| 9.90000 267.30 CONTROLLER WORK PAD | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 001 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950228 AWARDED VENDOR NUMBER : 61-1159499 CALL ORDER : 001 CONTRACT ID : CDEF10978 COUNTIES : DEFIANCE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

ODOT PROJECT NUMBER : 950228 AWARDED VENDOR NUMBER : 61-1159499 CALL ORDER : 001 CONTRACT ID : CDEF10978 COUNTIES : DEFIANCE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-4477671 |(5) 31-4408319 | |ROMANOFF ELECTRIC CORP |FAIRFIELD W G CO THE (INC) | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 DRAINAGE | | | 0001 603E00400 60.000 LF | 5.00000 300.00| 2.10000 126.00| 4" CONDUIT, TYPE E | | | SECTION TOTALS | $ 300.00| $ 126.00| ------+------+------+------SECTION 0002 LIGHTING | | | 0002 625E01500 12.000 EACH| 38.50000 462.00| 53.00000 636.00| CABLE SPLICING KIT | | | 0003 625E13200 13.000 EACH| 8204.00000 106652.00| 8292.00000 107796.00| LIGHT TOWER, BBBB100 | | | 0004 625E13204 1.000 EACH| 8748.00000 8748.00| 8910.00000 8910.00| LIGHT TOWER, BBBB110 | | | 0005 625E13400 5.000 EACH| 9837.00000 49185.00| 8302.00000 41510.00| LIGHT TOWER, BBBBBB100 | | | 0006 625E13404 10.000 EACH| 11649.00000 116490.00| 9024.00000 90240.00| LIGHT TOWER, BBBBBB110 | | | 0007 625E15000 27.000 EACH| 2005.00000 54135.00| 5153.00000 139131.00| LIGHT TOWER FOUNDATION, 36" X 15' DEEP | | | 0008 625E15100 2.000 EACH| 2594.00000 5188.00| 5609.00000 11218.00| LIGHT TOWER FOUNDATION, 36" X 20' DEEP | | | 0009 625E20000 1.000 EACH| 3265.00000 3265.00| 1598.00000 1598.00| PORTABLE POWER UNIT | | | 0010 625E21100 1.000 EACH| 2680.00000 2680.00| 2295.00000 2295.00| LIGHT TOWER MAINTENANCE PLATFORM, TYPE | | | B | | | 0011 625E23308 696.000 LF | 2.24000 1559.04| 2.70000 1879.20| DISTRIBUTION CABLE, MISC.: 4/0 AWG, 600 | | | VOLT | | | 0012 625E24330 12513.000 LF | 3.11000 38915.43| 3.50000 43795.50| 1-1/2" DUCT CABLE WITH THREE NO. 2 AWG | | | 5000 VOLT CABLES | | | 0013 625E25900 434.000 LF | 27.60000 11978.40| 22.70000 9851.80| CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT, SIZE: 3" | | | 0014 625E27000 16.000 EACH| 443.00000 7088.00| 475.00000 7600.00| LUMINAIRE, ASYMMETRIC, 400 WATT HIGH | | | PRESSURE SODIUM, 713.21, 480 VOLT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 001 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950228 AWARDED VENDOR NUMBER : 61-1159499 CALL ORDER : 001 CONTRACT ID : CDEF10978 COUNTIES : DEFIANCE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-4477671 |(5) 31-4408319 | |ROMANOFF ELECTRIC CORP |FAIRFIELD W G CO THE (INC) | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0015 625E27200 130.000 EACH| 443.00000 57590.00| 475.00000 61750.00| LUMINAIRE, SYMMETRIC, 400 WATT HIGH | | | PRESSURE SODIUM, 713.21, 480 VOLT | | | 0016 625E29002 11936.000 LF | 2.95000 35211.20| 2.50000 29840.00| TRENCH, 24" DEEP | | | 0017 625E29600 30.000 LF | 30.00000 900.00| 22.70000 681.00| TRENCH IN PAVED AREA, TYPE B | | | 0018 625E30706 4.000 EACH| 471.00000 1884.00| 484.00000 1936.00| PULL BOX, 713.08, 24" | | | 0019 625E32000 61.000 EACH| 96.00000 5856.00| 70.00000 4270.00| GROUND ROD | | | 0020 625E34001 1.000 EACH| 8148.00000 8148.00| 5749.00000 5749.00| POWER SERVICE, AS PER PLAN LOCATION "A" | | | 0021 625E34001 1.000 EACH| 6608.00000 6608.00| 4515.00000 4515.00| POWER SERVICE, AS PER PLAN LOCATION "B" | | | 0022 625E36000 11966.000 LF | 0.16000 1914.56| 0.20000 2393.20| SPECIAL - PLASTIC CAUTION TAPE | | | 0023 625E38000 LUMP| 1326.00000 1326.00| 794.00000 794.00| HIGH VOLTAGE TEST | | | 0024 625E40000 LUMP| 442.00000 442.00| 854.00000 854.00| SPECIAL - MAINTAIN EXISTING LIGHTING | | | 0025 633E70500 27.000 SF | 16.00000 432.00| 13.10000 353.70| CONTROLLER WORK PAD | | | SECTION TOTALS | $ 526,657.63| $ 579,596.40| ------+------+------+------SECTION 0003 INCIDENTALS | | | 0026 103E05000 LUMP| 6487.00000 6487.00| 5040.00000 5040.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0027 614E11000 LUMP| 6046.00000 6046.00| 2054.00000 2054.00| MAINTAINING TRAFFIC | | | 0028 619E15000 LUMP| 3575.00000 3575.00| 2554.00000 2554.00| FIELD OFFICE, TYPE A | | | 0029 619E25000 LUMP| 4353.00000 4353.00| 6600.00000 6600.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0030 623E10000 LUMP| 1625.00000 1625.00| 1800.00000 1800.00| CONSTRUCTION LAYOUT STAKES | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 001 -6 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950228 AWARDED VENDOR NUMBER : 61-1159499 CALL ORDER : 001 CONTRACT ID : CDEF10978 COUNTIES : DEFIANCE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12 CONTRACT TIME : 06/30/96 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : CMG-69 (110) FOR IMPROVING SECTION LAK-20-2.70 AND VARIOUS, U.S. ROUTE 20 IN THE CITY OF WILLOUGHBY, LAKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY IMPROVING TRAFFIC CONTROL.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1577801 MILLER CABLE COMPANY P O BOX 68 $ 1,678,300.00 100.0000% 2 34-1504716 PERRAM ELECTRIC INC $ 1,684,758.30 100.3848% 3 34-1307165 RIDGE ELECTRIC CO INC $ 1,698,346.10 101.1944% 4 31-4408319 FAIRFIELD W G CO THE (INC) $ 1,723,844.70 102.7137% ======|(1) 34-1577801 |(2) 34-1504716 |(3) 34-1307165 |MILLER CABLE COMPANY |PERRAM ELECTRIC INC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 TRAFFIC SIGNALS | | | 0001 201E11000 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| 3000.00000 3000.00 CLEARING AND GRUBBING | | | 0002 202E30000 9913.000 SF | 0.75000 7434.75| 4.00000 39652.00| 1.30000 12886.90 WALK REMOVED | | | 0003 202E32000 218.000 LF | 7.00000 1526.00| 10.00000 2180.00| 12.00000 2616.00 CURB REMOVED | | | 0004 253E02000 1076.000 CY | 75.00000 80700.00| 40.00000 43040.00| 218.00000 234568.00 PAVEMENT REPAIR | | | 0005 304E20000 3.000 CY | 45.00000 135.00| 100.00000 300.00| 90.00000 270.00 AGGREGATE BASE | | | 0006 404E20000 4.000 CY | 250.00000 1000.00| 250.00000 1000.00| 130.00000 520.00 ASPHALT CONCRETE, AC-20 | | | 0007 608E10000 10208.000 SF | 2.50000 25520.00| 3.75000 38280.00| 4.00000 40832.00 4" CONCRETE WALK | | | 0008 608E53000 381.000 SF | 12.00000 4572.00| 4.50000 1714.50| 5.00000 1905.00 CURB RAMP, TYPE 1 | | | 0009 608E54000 700.000 SF | 12.00000 8400.00| 4.50000 3150.00| 5.00000 3500.00 CURB RAMP, TYPE 2 | | | 0010 609E26000 56.000 LF | 35.00000 1960.00| 15.00000 840.00| 24.00000 1344.00 CURB, TYPE 6 | | | 0011 612E17000 9.000 SY | 300.00000 2700.00| 35.00000 315.00| 96.00000 864.00 8" CONCRETE TRAFFIC ISLAND | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 002 -2 TABULATION OF BIDS ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

======|(1) 34-1577801 |(2) 34-1504716 |(3) 34-1307165 |MILLER CABLE COMPANY |PERRAM ELECTRIC INC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0012 625E25400 7874.000 LF | 7.50000 59055.00| 6.20000 48818.80| 3.00000 23622.00 CONDUIT, 2", 713.04 | | | 0013 625E25500 374.000 LF | 9.00000 3366.00| 11.40000 4263.60| 10.00000 3740.00 CONDUIT, 3", 713.04 | | | 0014 625E25600 51.000 LF | 25.05000 1277.55| 23.00000 1173.00| 15.00000 765.00 CONDUIT, 4", 713.04 | | | 0015 625E25900 5463.000 LF | 19.00000 103797.00| 22.00000 120186.00| 19.00000 103797.00 CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT, SIZE: 3" | | | 0016 625E29000 7238.000 LF | 2.50000 18095.00| 4.00000 28952.00| 2.00000 14476.00 TRENCH | | | 0017 625E29600 726.000 LF | 10.00000 7260.00| 25.00000 18150.00| 22.00000 15972.00 TRENCH IN PAVED AREA, TYPE B | | | 0018 625E31600 188.000 EACH| 375.00000 70500.00| 400.00000 75200.00| 275.00000 51700.00 PULL BOX, MISC.: AS PER PLAN | | | 0019 625E32000 181.000 EACH| 200.00000 36200.00| 130.00000 23530.00| 100.00000 18100.00 GROUND ROD | | | 0020 630E00000 4.800 CY | 750.00000 3600.00| 785.00000 3768.00| 550.00000 2640.00 CONCRETE FOR ANCHOR BASE FOUNDATION | | | 0021 630E03100 24.000 LF | 7.50000 180.00| 7.00000 168.00| 7.50000 180.00 GROUND MOUNTED SUPPORT, NO. 3 POST | | | 0022 630E10500 2.000 EACH| 2425.00000 4850.00| 2540.00000 5080.00| 5200.00000 10400.00 OVERHEAD SIGN SUPPORT, TYPE TC-16.20, | | | DESIGN 5 , 15' ARM | | | 0023 630E79101 10.000 EACH| 150.00000 1500.00| 240.00000 2400.00| 200.00000 2000.00 SIGN HANGER ASSEMBLY, MAST ARM, AS PER | | | PLAN | | | 0024 630E79500 4.000 EACH| 115.00000 460.00| 90.00000 360.00| 110.00000 440.00 SIGN SUPPORT ASSEMBLY, POLE MOUNTED | | | 0025 630E80102 94.000 SF | 16.00000 1504.00| 16.00000 1504.00| 15.00000 1410.00 SIGN, FLAT SHEET, TYPE G | | | 0026 630E85000 7.000 EACH| 10.00000 70.00| 25.00000 175.00| 10.00000 70.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | | 0027 630E86002 5.000 EACH| 10.00000 50.00| 140.00000 700.00| 10.00000 50.00 REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND DISPOSAL | | | 0028 631E92000 4.000 EACH| 650.00000 2600.00| 300.00000 1200.00| 650.00000 2600.00 SIGN FLASHER ASSEMBLY | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 002 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

======|(1) 34-1577801 |(2) 34-1504716 |(3) 34-1307165 |MILLER CABLE COMPANY |PERRAM ELECTRIC INC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0029 631E93000 4.000 EACH| 1050.00000 4200.00| 580.00000 2320.00| 850.00000 3400.00 SCHOOL SPEED LIMIT SIGN ASSEMBLY, | | | 24"X42" | | | 0030 632E00301 194.000 EACH| 450.00000 87300.00| 315.00000 61110.00| 350.00000 67900.00 VEHICULAR SIGNAL HEAD, 3 SECTION, 12" | | | LENS, 1-WAY, AS PER PLAN | | | 0031 632E00401 12.000 EACH| 550.00000 6600.00| 395.00000 4740.00| 400.00000 4800.00 VEHICULAR SIGNAL HEAD, 4 SECTION, 12" | | | LENS, 1-WAY, AS PER PLAN | | | 0032 632E00501 18.000 EACH| 700.00000 12600.00| 590.00000 10620.00| 525.00000 9450.00 VEHICULAR SIGNAL HEAD, 5 SECTION, 12" | | | LENS, 1-WAY, AS PER PLAN | | | 0033 632E01101 1.000 EACH| 725.00000 725.00| 740.00000 740.00| 680.00000 680.00 VEHICULAR SIGNAL HEAD, 3 SECTION, 12" | | | LENS, 2-WAY, AS PER PLAN | | | 0034 632E20600 166.000 EACH| 400.00000 66400.00| 300.00000 49800.00| 400.00000 66400.00 PEDESTRIAN SIGNAL HEAD, TYPE D2 | | | 0035 632E25000 226.000 EACH| 7.50000 1695.00| 5.00000 1130.00| 10.00000 2260.00 COVERING OF VEHICULAR SIGNAL HEAD | | | 0036 632E26000 164.000 EACH| 70.00000 11480.00| 95.00000 15580.00| 100.00000 16400.00 PEDESTRIAN PUSHBUTTON | | | 0037 632E27005 118.000 EACH| 150.00000 17700.00| 115.00000 13570.00| 125.00000 14750.00 LOOP DETECTOR UNIT, AS PER PLAN | | | 0038 632E27009 55.000 EACH| 185.00000 10175.00| 145.00000 7975.00| 160.00000 8800.00 LOOP DETECTOR UNIT, DELAY AND EXTENSION | | | TYPE, AS PER PLAN | | | 0039 632E27500 12460.000 LF | 6.70000 83482.00| 4.85000 60431.00| 5.00000 62300.00 LOOP DETECTOR PAVEMENT CUTTING | | | 0040 632E30000 429.000 LF | 3.50000 1501.50| 6.55000 2809.95| 3.00000 1287.00 MESSENGER WIRE, 3 STRAND, 1/4" DIAMETER | | | WITH ACCESSORIES | | | 0041 632E40700 31213.000 LF | 1.35000 42137.55| 1.20000 37455.60| 1.00000 31213.00 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | | | 0042 632E40900 6902.000 LF | 1.50000 10353.00| 1.35000 9317.70| 1.50000 10353.00 SIGNAL CABLE, 9 CONDUCTOR, NO. 14 AWG | | | 0043 632E53202 7105.000 LF | 1.15000 8170.75| 1.00000 7105.00| 1.25000 8881.25 INTERCONNECT CABLE, 6 PAIR, NO. 19 AWG, | | | SOLID, REA (PE-39) | | | 0044 632E62803 13653.000 LF | 1.70000 23210.10| 2.50000 34132.50| 2.40000 32767.20 INTERCONNECT CABLE, INTEGRAL MESSENGER | | | WIRE TYPE, 6 PAIR, NO. 19 AWG, SOLID, | | | REA (PE-38), AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 002 -4 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

======|(1) 34-1577801 |(2) 34-1504716 |(3) 34-1307165 |MILLER CABLE COMPANY |PERRAM ELECTRIC INC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0045 632E62810 9871.000 LF | 0.20000 1974.20| 0.30000 2961.30| 0.25000 2467.75 INTERCONNECT CABLE, MISC. INTERCONNECT | | | REMOVAL | | | 0046 632E63000 9.000 EACH| 300.00000 2700.00| 380.00000 3420.00| 1500.00000 13500.00 PHONE DROP | | | 0047 632E64900 32232.000 LF | 0.50000 16116.00| 1.35000 43513.20| 0.50000 16116.00 LOOP DETECTOR WIRE, TYPE E | | | 0048 632E65200 21169.000 LF | 0.90000 19052.10| 1.50000 31753.50| 1.00000 21169.00 LOOP DETECTOR LEAD-IN CABLE | | | 0049 632E67300 2552.000 LF | 2.00000 5104.00| 0.45000 1148.40| 2.00000 5104.00 POWER CABLE, 3 CONDUCTOR, NO. 8 AWG | | | 0050 632E70300 35.000 EACH| 100.00000 3500.00| 250.00000 8750.00| 125.00000 4375.00 CONDUIT RISER, 1-1/2" DIAMETER | | | 0051 632E70400 39.000 EACH| 325.00000 12675.00| 275.00000 10725.00| 200.00000 7800.00 CONDUIT RISER, 2" DIAMETER | | | 0052 632E71000 83.000 EACH| 35.00000 2905.00| 55.00000 4565.00| 40.00000 3320.00 CABLE SUPPORT ASSEMBLY | | | 0053 632E72000 197.600 CY | 780.00000 154128.00| 785.00000 155116.00| 650.00000 128440.00 CONCRETE FOR ANCHOR BASE FOUNDATION | | | 0054 632E80100 2.000 EACH| 2100.00000 4200.00| 1990.00000 3980.00| 1950.00000 3900.00 SIGNAL SUPPORT, TYPE TC-81.20, DESIGN 1 | | | , WITH 15' ARM | | | 0055 632E80100 2.000 EACH| 2100.00000 4200.00| 1990.00000 3980.00| 1950.00000 3900.00 SIGNAL SUPPORT, TYPE TC-81.20, DESIGN 1 | | | WITH 17' ARM | | | 0056 632E80100 2.000 EACH| 2100.00000 4200.00| 1990.00000 3980.00| 1950.00000 3900.00 SIGNAL SUPPORT, TYPE TC-81.20, DESIGN 1 | | | WITH 19' ARM | | | 0057 632E80100 2.000 EACH| 2100.00000 4200.00| 1990.00000 3980.00| 1950.00000 3900.00 SIGNAL SUPPORT, TYPE TC-81.20, DESIGN 1 | | | WITH 20' ARM | | | 0058 632E80100 3.000 EACH| 2100.00000 6300.00| 1990.00000 5970.00| 1950.00000 5850.00 SIGNAL SUPPORT, TYPE TC-81.20, DESIGN 1 | | | WITH 22' ARM | | | 0059 632E80100 3.000 EACH| 2100.00000 6300.00| 1990.00000 5970.00| 1950.00000 5850.00 SIGNAL SUPPORT, TYPE TC-81.20, DESIGN 1 | | | WITH 23' ARM | | | 0060 632E80101 2.000 EACH| 5350.00000 10700.00| 5280.00000 10560.00| 5025.00000 10050.00 SIGNAL SUPPORT, TYPE TC-81.20, DESIGN 1,| | | AS PER PLAN WITH 22' ARM | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 002 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

======|(1) 34-1577801 |(2) 34-1504716 |(3) 34-1307165 |MILLER CABLE COMPANY |PERRAM ELECTRIC INC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0107 632E90010 6.000 EACH| 375.00000 2250.00| 475.00000 2850.00| 500.00000 3000.00 PEDESTAL, MISC.: 14', TRANSFORMER BASE | | | 0108 632E90101 29.000 EACH| 750.00000 21750.00| 1100.00000 31900.00| 1000.00000 29000.00 REMOVAL OF TRAFFIC SIGNAL INSTALLATION, | | | AS PER PLAN | | | 0109 633E40500 1.000 EACH| 5000.00000 5000.00| 7200.00000 7200.00| 10000.00000 10000.00 CENTRAL OFFICE MONITOR | | | 0110 633E64000 1.000 EACH| 100.00000 100.00| 50.00000 50.00| 100.00000 100.00 PREEMPTION | | | 0111 633E70000 32.300 CY | 800.00000 25840.00| 880.00000 28424.00| 650.00000 20995.00 CONCRETE FOR CABINET FOUNDATION | | | 0112 633E70500 198.000 SF | 12.00000 2376.00| 4.00000 792.00| 10.00000 1980.00 CONTROLLER WORK PAD | | | 0113 642E00202 0.100 MILE| 3250.00000 325.00| 2900.00000 290.00| 3500.00000 350.00 LANE LINE, TYPE 2 | | | 0114 642E00302 0.260 MILE| 3950.00000 1027.00| 3500.00000 910.00| 5500.00000 1430.00 CENTER LINE, TYPE 2 | | | 0115 642E00402 30.000 LF | 1.25000 37.50| 1.10000 33.00| 1.50000 45.00 CHANNELIZING LINE, TYPE 2 | | | 0116 642E00502 327.000 LF | 4.00000 1308.00| 3.50000 1144.50| 3.50000 1144.50 STOP LINE, TYPE 2 | | | 0117 642E00602 699.000 LF | 2.00000 1398.00| 1.75000 1223.25| 2.00000 1398.00 CROSSWALK LINE, TYPE 2 | | | 0118 642E30000 125.000 LF | 3.00000 375.00| 2.50000 312.50| 1.50000 187.50 REMOVAL OF PAVEMENT MARKING | | | 0119 633E34001 AA1 27.000 EACH| | | CONTROLLER, ACTUATED, 4 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN | | | 0120 633E34001 AA2 27.000 EACH| 4550.00000 122850.00| 4000.00000 108000.00| 4300.00000 116100.00 CONTROLLER, ACTUATED, 4 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN MODEL: TRANSYT 1880EL | | | 0121 633E38001 BB1 3.000 EACH| | | CONTROLLER, ACTUATED, 8 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN | | | 0122 633E38001 BB2 3.000 EACH| 5400.00000 16200.00| 5000.00000 15000.00| 5300.00000 15900.00 CONTROLLER, ACTUATED, 8 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN MODEL: TRANSYT 1880EL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 002 -10 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

======|(4) 31-4408319 | | |FAIRFIELD W G CO THE (INC) | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 TRAFFIC SIGNALS | | | 0001 201E11000 LUMP| 2039.00000 2039.00| | CLEARING AND GRUBBING | | | 0002 202E30000 9913.000 SF | 1.70000 16852.10| | WALK REMOVED | | | 0003 202E32000 218.000 LF | 2.80000 610.40| | CURB REMOVED | | | 0004 253E02000 1076.000 CY | 109.00000 117284.00| | PAVEMENT REPAIR | | | 0005 304E20000 3.000 CY | 56.00000 168.00| | AGGREGATE BASE | | | 0006 404E20000 4.000 CY | 139.00000 556.00| | ASPHALT CONCRETE, AC-20 | | | 0007 608E10000 10208.000 SF | 4.10000 41852.80| | 4" CONCRETE WALK | | | 0008 608E53000 381.000 SF | 6.40000 2438.40| | CURB RAMP, TYPE 1 | | | 0009 608E54000 700.000 SF | 6.70000 4690.00| | CURB RAMP, TYPE 2 | | | 0010 609E26000 56.000 LF | 45.00000 2520.00| | CURB, TYPE 6 | | | 0011 612E17000 9.000 SY | 259.00000 2331.00| | 8" CONCRETE TRAFFIC ISLAND | | | 0012 625E25400 7874.000 LF | 5.20000 40944.80| | CONDUIT, 2", 713.04 | | | 0013 625E25500 374.000 LF | 9.20000 3440.80| | CONDUIT, 3", 713.04 | | | 0014 625E25600 51.000 LF | 14.70000 749.70| | CONDUIT, 4", 713.04 | | | 0015 625E25900 5463.000 LF | 25.20000 137667.60| | CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT, SIZE: 3" | | | 0016 625E29000 7238.000 LF | 2.70000 19542.60| | TRENCH | | | 0017 625E29600 726.000 LF | 25.40000 18440.40| | TRENCH IN PAVED AREA, TYPE B | | | 0018 625E31600 188.000 EACH| 235.00000 44180.00| | PULL BOX, MISC.: AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 002 -12 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

======|(4) 31-4408319 | | |FAIRFIELD W G CO THE (INC) | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0034 632E20600 166.000 EACH| 366.00000 60756.00| | PEDESTRIAN SIGNAL HEAD, TYPE D2 | | | 0035 632E25000 226.000 EACH| 16.00000 3616.00| | COVERING OF VEHICULAR SIGNAL HEAD | | | 0036 632E26000 164.000 EACH| 76.00000 12464.00| | PEDESTRIAN PUSHBUTTON | | | 0037 632E27005 118.000 EACH| 159.00000 18762.00| | LOOP DETECTOR UNIT, AS PER PLAN | | | 0038 632E27009 55.000 EACH| 197.00000 10835.00| | LOOP DETECTOR UNIT, DELAY AND EXTENSION | | | TYPE, AS PER PLAN | | | 0039 632E27500 12460.000 LF | 6.80000 84728.00| | LOOP DETECTOR PAVEMENT CUTTING | | | 0040 632E30000 429.000 LF | 2.30000 986.70| | MESSENGER WIRE, 3 STRAND, 1/4" DIAMETER | | | WITH ACCESSORIES | | | 0041 632E40700 31213.000 LF | 1.10000 34334.30| | SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | | | 0042 632E40900 6902.000 LF | 1.40000 9662.80| | SIGNAL CABLE, 9 CONDUCTOR, NO. 14 AWG | | | 0043 632E53202 7105.000 LF | 1.00000 7105.00| | INTERCONNECT CABLE, 6 PAIR, NO. 19 AWG, | | | SOLID, REA (PE-39) | | | 0044 632E62803 13653.000 LF | 1.80000 24575.40| | INTERCONNECT CABLE, INTEGRAL MESSENGER | | | WIRE TYPE, 6 PAIR, NO. 19 AWG, SOLID, | | | REA (PE-38), AS PER PLAN | | | 0045 632E62810 9871.000 LF | 0.20000 1974.20| | INTERCONNECT CABLE, MISC. INTERCONNECT | | | REMOVAL | | | 0046 632E63000 9.000 EACH| 365.00000 3285.00| | PHONE DROP | | | 0047 632E64900 32232.000 LF | 0.60000 19339.20| | LOOP DETECTOR WIRE, TYPE E | | | 0048 632E65200 21169.000 LF | 0.90000 19052.10| | LOOP DETECTOR LEAD-IN CABLE | | | 0049 632E67300 2552.000 LF | 2.00000 5104.00| | POWER CABLE, 3 CONDUCTOR, NO. 8 AWG | | | 0050 632E70300 35.000 EACH| 234.00000 8190.00| | CONDUIT RISER, 1-1/2" DIAMETER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 002 -14 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12 SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

======|(4) 31-4408319 | | |FAIRFIELD W G CO THE (INC) | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0114 642E00302 0.260 MILE| 3000.00000 780.00| | CENTER LINE, TYPE 2 | | | 0115 642E00402 30.000 LF | 0.55000 16.50| | CHANNELIZING LINE, TYPE 2 | | | 0116 642E00502 327.000 LF | 2.65000 866.55| | STOP LINE, TYPE 2 | | | 0117 642E00602 699.000 LF | 1.15000 803.85| | CROSSWALK LINE, TYPE 2 | | | 0118 642E30000 125.000 LF | 2.50000 312.50| | REMOVAL OF PAVEMENT MARKING | | | 0119 633E34001 AA1 27.000 EACH| | | CONTROLLER, ACTUATED, 4 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN | | | 0120 633E34001 AA2 27.000 EACH| 5767.00000 155709.00| | CONTROLLER, ACTUATED, 4 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN MODEL: TRANSYT 1880EL | | | 0121 633E38001 BB1 3.000 EACH| | | CONTROLLER, ACTUATED, 8 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN | | | 0122 633E38001 BB2 3.000 EACH| 6957.00000 20871.00| | CONTROLLER, ACTUATED, 8 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN MODEL: TRANSYT 1880EL | | | 0123 633E39001 CC1 3.000 EACH| | | CONTROLLER, MASTER, TRAFFIC RESPONSIVE, | | | AS PER PLAN | | | 0124 633E39001 CC2 3.000 EACH| 3694.00000 11082.00| | CONTROLLER, MASTER, TRAFFIC RESPONSIVE, | | | AS PER PLAN MODEL: TRANSYT 3800EL | | | SECTION TOTALS | $ 1,636,392.70| | ------+------+------+------SECTION 0002 INCIDENTALS | | | 0125 100E00400 700.000 HOUR| 0.80000 560.00| | SPECIAL - TRAINING PER FHPM 6-4-1-2 ( 1 | | | TRAINEE) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 002 -20 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950229 AWARDED VENDOR NUMBER : 34-1577801 CALL ORDER : 002 CONTRACT ID : CLAK10844 COUNTIES : LAKE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12

SET-ASIDE :

======|(4) 31-4408319 | | |FAIRFIELD W G CO THE (INC) | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0126 103E05000 LUMP| 15046.00000 15046.00| | PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0127 614E11000 LUMP| 6701.00000 6701.00| | MAINTAINING TRAFFIC | | | 0128 619E15010 LUMP| 9684.00000 9684.00| | FIELD OFFICE, TYPE B | | | 0129 619E25010 LUMP| 7060.00000 7060.00| | SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | | 0130 623E10000 LUMP| 8401.00000 8401.00| | CONSTRUCTION LAYOUT STAKES | | | 0131 624E10000 LUMP| 40000.00000 40000.00| | MOBILIZATION | | | SECTION TOTALS | $ 87,452.00| | ------+------+------+------CONTRACT TOTALS | $ 1,723,844.70| | ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -1 TABULATION OF BIDS ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04 CONTRACT TIME : 10/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : BRF-544(5) FOR IMPROVING SECTION POR-305-2.35, STATE ROUTE 305 IN NELSON TOWNSHIP, PORTAGE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE ON A BITUMINOUS AGGREGATE BASE AND BY CONSTRUCTING: BRIDGE NO. POR-305-0244 - A THREE SPAN PRESTRESSED CONCRETE BOX BEAM SUPERSTRUCTURE WITH REINFORCED CONCRETE SUBSTRUCTURES (SPANS 26'-0" - 26'-0" - 26'-0" C/C BEARINGS; ROADWAY 36'-0" F/F GUARDRAIL), OVER CAMP CREEK.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1393229 SODA CONSTRUCTION COMPANY (INC) P O BOX 391 $ 480,283.06 100.0000% 2 34-1464016 G K L CONSTRUCTION COMPANY INC $ 518,051.72 107.8638% 3 34-1380623 WILLIAMSON J D CONSTRUCTION CO INC $ 536,599.80 111.7257% 4 34-0773854 O'HORO A P COMPANY (INC) $ 545,237.15 113.5241% 5 34-1595959 BARTH CONSTRUCTION COMPANY INC $ 558,892.35 116.3672% 6 34-0821385 LOCKHART W G CONSTRUCTION COMPANY (INC) $ 562,605.53 117.1404% 7 34-0804226 COOKSON BEN INC $ 616,516.30 128.3651% 8 34-1684403 DENNISON BRIDGE, INC. $ 641,103.90 133.4845% 9 34-4272670 JOHNSON S E COMPANIES INC PO BOX 29 A $ 659,852.05 137.3881% ======|(1) 34-1393229 |(2) 34-1464016 |(3) 34-1380623 |SODA CONSTRUCTION COMPANY (I|G K L CONSTRUCTION COMPANY I|WILLIAMSON J D CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 3600.00000 3600.00| 18800.00000 18800.00| 10500.00000 10500.00 CLEARING AND GRUBBING | | | 0002 202E35100 34.000 LF | 5.00000 170.00| 12.00000 408.00| 12.00000 408.00 PIPE REMOVED, 24" AND UNDER | | | 0003 202E35600 18.000 LF | 7.00000 126.00| 22.00000 396.00| 12.00000 216.00 PIPE REMOVED FOR REUSE, OVER 24" | | | 0004 202E38100 600.000 LF | 1.50000 900.00| 1.00000 600.00| 1.00000 600.00 GUARDRAIL REMOVED FOR STORAGE | | | 0005 202E56000 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 6000.00000 6000.00 BUILDING DEMOLISHED : PARCEL NO. 3-WD, | | | REMOVAL OF ONE BRICKBUILDING AND ONE | | | FRAME BARN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(1) 34-1393229 |(2) 34-1464016 |(3) 34-1380623 |SODA CONSTRUCTION COMPANY (I|G K L CONSTRUCTION COMPANY I|WILLIAMSON J D CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0006 203E12000 15599.000 CY | 1.90000 29638.10| 2.00000 31198.00| 4.00000 62396.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0007 203E20000 10148.000 CY | 0.90000 9133.20| 1.10000 11162.80| 1.55000 15729.40 EMBANKMENT | | | 0008 203E50000 5825.000 SY | 0.90000 5242.50| 0.25000 1456.25| 0.80000 4660.00 SUBGRADE COMPACTION | | | 0009 604E38500 2.000 EACH| 560.00000 1120.00| 450.00000 900.00| 325.00000 650.00 MONUMENT ASSEMBLY | | | 0010 606E13000 975.000 LF | 9.70000 9457.50| 10.00000 9750.00| 10.00000 9750.00 GUARDRAIL, TYPE 5 | | | 0011 606E25000 4.000 EACH| 550.00000 2200.00| 575.00000 2300.00| 550.00000 2200.00 ANCHOR ASSEMBLY, TYPE A | | | 0012 606E35140 4.000 EACH| 470.00000 1880.00| 500.00000 2000.00| 475.00000 1900.00 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | 0013 616E10000 50.000 MGAL| 11.00000 550.00| 1.00000 50.00| 5.00000 250.00 WATER | | | 0014 616E20000 2.000 TON | 310.00000 620.00| 300.00000 600.00| 150.00000 300.00 CALCIUM CHLORIDE | | | 0015 690E50000 2.000 EACH| 63.00000 126.00| 75.00000 150.00| 60.00000 120.00 SPECIAL - MAILBOX SUPPORT AND RELOCATE | | | SECTION TOTALS | $ 70,763.30| $ 89,771.05| $ 115,679.40 ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0016 207E70000 100.000 EACH| 4.00000 400.00| 4.00000 400.00| 3.00000 300.00 STRAW OR HAY BALES | | | 0017 601E32101 571.000 CY | 37.00000 21127.00| 36.00000 20556.00| 45.00000 25695.00 ROCK CHANNEL PROTECTION, TYPE B WITH | | | FILTER, AS PER PLAN | | | 0018 601E32200 322.000 CY | 36.00000 11592.00| 54.00000 17388.00| 48.00000 15456.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | | 0019 657E10000 65.000 SY | 13.00000 845.00| 200.00000 13000.00| 95.00000 6175.00 RIPRAP FOR TREE PROTECTION | | | 0020 659E10000 11284.000 SY | 0.50000 5642.00| 0.50000 5642.00| 0.50000 5642.00 SEEDING AND MULCHING | | | 0021 659E20000 1.010 TON | 460.00000 464.60| 500.00000 505.00| 450.00000 454.50 COMMERCIAL FERTILIZER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(1) 34-1393229 |(2) 34-1464016 |(3) 34-1380623 |SODA CONSTRUCTION COMPANY (I|G K L CONSTRUCTION COMPANY I|WILLIAMSON J D CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0022 659E30000 5.070 TON | 40.00000 202.80| 50.00000 253.50| 40.00000 202.80 AGRICULTURAL LIMING | | | 0023 659E35000 23.000 MGAL| 1.00000 23.00| 1.00000 23.00| 1.00000 23.00 WATER | | | 0024 670E40000 895.000 SY | 1.70000 1521.50| 1.75000 1566.25| 2.00000 1790.00 DITCH EROSION PROTECTION | | | SECTION TOTALS | $ 41,817.90| $ 59,333.75| $ 55,738.30 ------+------+------+------SECTION 0003 DRAINAGE | | | 0025 602E20000 3.710 CY | 600.00000 2226.00| 300.00000 1113.00| 750.00000 2782.50 CONCRETE MASONRY | | | 0026 603E04400 30.000 LF | 21.00000 630.00| 22.00000 660.00| 36.00000 1080.00 12" CONDUIT, TYPE B | | | 0027 603E04900 110.000 LF | 28.00000 3080.00| 22.00000 2420.00| 22.00000 2420.00 12" CONDUIT, TYPE D | | | 0028 603E05700 72.000 LF | 35.00000 2520.00| 26.00000 1872.00| 38.00000 2736.00 15" CONDUIT, TYPE A , 706.02 | | | 0029 603E06100 34.000 LF | 27.00000 918.00| 29.50000 1003.00| 27.00000 918.00 15" CONDUIT, TYPE C | | | 0030 603E06400 40.000 LF | 30.00000 1200.00| 24.00000 960.00| 26.00000 1040.00 15" CONDUIT, TYPE D | | | 0031 603E52904 18.000 LF | 120.00000 2160.00| 111.00000 1998.00| 165.00000 2970.00 34" X 53" CONDUIT, TYPE C, 706.04 , | | | CLASS HE-II | | | 0032 604E05700 1.000 EACH| 2100.00000 2100.00| 1274.00000 1274.00| 1150.00000 1150.00 CATCH BASIN, NO. 2-5 | | | 0033 605E31100 343.000 LF | 6.00000 2058.00| 6.50000 2229.50| 7.00000 2401.00 AGGREGATE DRAIN | | | SECTION TOTALS | $ 16,892.00| $ 13,529.50| $ 17,497.50 ------+------+------+------SECTION 0004 PAVEMENT | | | 0034 301E10002 844.000 CY | 55.00000 46420.00| 49.00000 41356.00| 57.00000 48108.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0035 304E20000 345.000 CY | 37.00000 12765.00| 30.00000 10350.00| 28.00000 9660.00 AGGREGATE BASE | | | 0036 402E20000 262.000 CY | 65.00000 17030.00| 49.00000 12838.00| 58.00000 15196.00 ASPHALT CONCRETE, AC-20 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -4 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(1) 34-1393229 |(2) 34-1464016 |(3) 34-1380623 |SODA CONSTRUCTION COMPANY (I|G K L CONSTRUCTION COMPANY I|WILLIAMSON J D CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0037 404E20000 190.000 CY | 67.00000 12730.00| 66.00000 12540.00| 60.00000 11400.00 ASPHALT CONCRETE, AC-20 | | | 0038 404E25000 32.000 CY | 70.00000 2240.00| 140.00000 4480.00| 125.00000 4000.00 ASPHALT CONCRETE, AC-20 (DRIVEWAYS) | | | 0039 407E10000 16.000 GAL | 1.00000 16.00| 1.00000 16.00| 15.00000 240.00 TACK COAT | | | 0040 408E10000 599.000 GAL | 1.00000 599.00| 1.10000 658.90| 2.00000 1198.00 BITUMINOUS PRIME COAT | | | 0041 611E15000 160.000 SY | 92.00000 14720.00| 100.00000 16000.00| 100.00000 16000.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=13") | | | SECTION TOTALS | $ 106,520.00| $ 98,238.90| $ 105,802.00 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0042 614E21400 0.340 MILE| 2100.00000 714.00| 1000.00000 340.00| 500.00000 170.00 TEMPORARY CENTER LINE, CLASS II | | | 0043 630E85000 4.000 EACH| 11.00000 44.00| 50.00000 200.00| 21.00000 84.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | | 0044 642E00090 0.670 MILE| 3040.00000 2036.80| 1300.00000 871.00| 750.00000 502.50 EDGE LINE | | | 0045 642E00290 0.340 MILE| 6439.00000 2189.26| 2800.00000 952.00| 1000.00000 340.00 CENTER LINE | | | 0046 802E00100 11.000 EACH| 11.00000 121.00| 6.00000 66.00| 6.00000 66.00 BARRIER REFLECTOR, TYPE A | | | SECTION TOTALS | $ 5,105.06| $ 2,429.00| $ 1,162.50 ------+------+------+------SECTION 0006 ENVIRONMENTAL WORK | | | 0047 690E65016 625.000 TON | 9.00000 5625.00| 40.00000 25000.00| 5.00000 3125.00 SPECIAL - WORK INVOLVING PETROLEUM | | | CONTAMINATED SOIL | | | SECTION TOTALS | $ 5,625.00| $ 25,000.00| $ 3,125.00 ------+------+------+------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. POR-305-0244 | | | 0048 202E11002 LUMP| 9800.00000 9800.00| 12000.00000 12000.00| 6500.00000 6500.00 STRUCTURE REMOVED, OVER 20 FOOT SPAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(1) 34-1393229 |(2) 34-1464016 |(3) 34-1380623 |SODA CONSTRUCTION COMPANY (I|G K L CONSTRUCTION COMPANY I|WILLIAMSON J D CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0049 403E20000 19.000 CY | 70.00000 1330.00| 66.00000 1254.00| 78.00000 1482.00 ASPHALT CONCRETE, AC-20 | | | 0050 404E20000 12.000 CY | 70.00000 840.00| 66.00000 792.00| 89.00000 1068.00 ASPHALT CONCRETE, AC-20 | | | 0051 503E21100 105.000 CY | 25.00000 2625.00| 95.00000 9975.00| 25.00000 2625.00 UNCLASSIFIED EXCAVATION | | | 0052 505E11100 LUMP| 6300.00000 6300.00| 4500.00000 4500.00| 5500.00000 5500.00 PILE DRIVING EQUIPMENT MOBILIZATION | | | 0053 507E21100 560.000 LF | 27.00000 15120.00| 27.50000 15400.00| 20.00000 11200.00 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | | 0054 507E41100 630.000 LF | 30.00000 18900.00| 29.50000 18585.00| 26.00000 16380.00 14" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | | 0055 507E71200 177.000 LF | 64.00000 11328.00| 40.00000 7080.00| 24.00000 4248.00 SPECIAL - PILE ENCASEMENT | | | 0056 509E15820 11568.000 LB | 0.60000 6940.80| 0.64000 7403.52| 0.55000 6362.40 EPOXY COATED REINFORCING STEEL, GRADE | | | 60 | | | 0057 511E34002 8.000 CY | 150.00000 1200.00| 300.00000 2400.00| 200.00000 1600.00 CLASS S CONCRETE, HIGH EARLY STRENGTH | | | 0058 511E42500 27.000 CY | 470.00000 12690.00| 450.00000 12150.00| 500.00000 13500.00 CLASS C CONCRETE, PIER CAP | | | 0059 511E43500 77.000 CY | 290.00000 22330.00| 275.00000 21175.00| 315.00000 24255.00 CLASS C CONCRETE, ABUTMENT INCLUDING | | | FOOTING | | | 0060 512E33300 14.000 SY | 43.00000 602.00| 15.00000 210.00| 16.80000 235.20 TYPE A WATERPROOFING | | | 0061 512E55800 322.000 SY | 16.00000 5152.00| 14.00000 4508.00| 13.25000 4266.50 TYPE D WATERPROOFING | | | 0062 512E67500 35.000 SY | 13.00000 455.00| 10.00000 350.00| 5.00000 175.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | 0063 512E67502 54.000 SY | 20.00000 1080.00| 15.00000 810.00| 11.00000 594.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0064 515E53500 9.000 EACH| 1990.00000 17910.00| 2042.00000 18378.00| 2200.00000 19800.00 PRESTRESSED CONCRETE BOX BEAM (16'-30' | | | LENGTH) (27'-0-3/4" LONG, B17-48) | | | 0065 515E53500 18.000 EACH| 1990.00000 35820.00| 2040.00000 36720.00| 2200.00000 39600.00 PRESTRESSED CONCRETE BOX BEAM (16'-30' | | | LENGTH) (27'-2-7/8" LONG, B17-48) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -6 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE : ======|(1) 34-1393229 |(2) 34-1464016 |(3) 34-1380623 |SODA CONSTRUCTION COMPANY (I|G K L CONSTRUCTION COMPANY I|WILLIAMSON J D CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0066 516E10500 77.000 LF | 130.00000 10010.00| 175.00000 13475.00| 188.00000 14476.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC COMPRESSION SEAL | | | 0067 516E41100 54.000 EACH| 7.00000 378.00| 4.00000 216.00| 2.00000 108.00 1/8" PREFORMED BEARING PAD, 711.21 | | | 0068 516E43100 108.000 EACH| 38.00000 4104.00| 31.00000 3348.00| 24.00000 2592.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) 6"X10"X1" | | | 0069 517E72300 175.000 LF | 47.00000 8225.00| 42.00000 7350.00| 40.00000 7000.00 RAILING (DEEP BEAM RAIL WITH STEEL | | | TUBULAR BACKUP AND TYPE 2 STEEL POSTS | | | AND ANCHOR BOLTS) | | | 0070 518E21200 27.000 CY | 80.00000 2160.00| 40.00000 1080.00| 36.00000 972.00 POROUS BACKFILL WITH FILTER FABRIC | | | 0071 518E22200 146.000 SF | 13.00000 1898.00| 10.00000 1460.00| 10.00000 1460.00 SPECIAL - STEEL DRIP STRIP | | | 0072 518E41100 103.000 LF | 14.00000 1442.00| 10.00000 1030.00| 12.00000 1236.00 6" PERFORATED HELICAL CORRUGATED STEEL | | | PIPE, 707.01 | | | 0073 518E41200 30.000 LF | 13.00000 390.00| 20.00000 600.00| 12.00000 360.00 6" NON-PERFORATED HELICAL CORRUGATED | | | STEEL PIPE, INCLUDING SPECIALS, 707.01 | | | SECTION TOTALS | $ 199,029.80| $ 202,249.52| $ 187,595.10 ------+------+------+------SECTION 0008 INCIDENTALS | | | 0074 103E05000 LUMP| 5250.00000 5250.00| 6000.00000 6000.00| 5500.00000 5500.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0075 614E11000 LUMP| 4860.00000 4860.00| 4000.00000 4000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0076 619E15010 LUMP| 4820.00000 4820.00| 4000.00000 4000.00| 7000.00000 7000.00 FIELD OFFICE, TYPE B | | | 0077 619E25010 LUMP| 4200.00000 4200.00| 3500.00000 3500.00| 5000.00000 5000.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | | 0078 623E10000 LUMP| 5400.00000 5400.00| 7500.00000 7500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 0079 624E10000 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 20000.00000 20000.00 MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -7 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(4) 34-0773854 |(5) 34-1595959 |(6) 34-0821385 |O'HORO A P COMPANY (INC) |BARTH CONSTRUCTION COMPANY I|LOCKHART W G CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 9600.00000 9600.00| 10000.00000 10000.00| 11000.00000 11000.00 CLEARING AND GRUBBING | | | 0002 202E35100 34.000 LF | 13.50000 459.00| 10.00000 340.00| 7.00000 238.00 PIPE REMOVED, 24" AND UNDER | | | 0003 202E35600 18.000 LF | 42.00000 756.00| 20.00000 360.00| 10.00000 180.00 PIPE REMOVED FOR REUSE, OVER 24" | | | 0004 202E38100 600.000 LF | 0.80000 480.00| 1.50000 900.00| 0.80000 480.00 GUARDRAIL REMOVED FOR STORAGE | | | 0005 202E56000 LUMP| 9100.00000 9100.00| 20000.00000 20000.00| 14000.00000 14000.00 BUILDING DEMOLISHED : PARCEL NO. 3-WD, | | | REMOVAL OF ONE BRICKBUILDING AND ONE | | | FRAME BARN | | | 0006 203E12000 15599.000 CY | 3.00000 46797.00| 3.75000 58496.25| 2.00000 31198.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0007 203E20000 10148.000 CY | 3.00000 30444.00| 4.00000 40592.00| 2.00000 20296.00 EMBANKMENT | | | 0008 203E50000 5825.000 SY | 0.80000 4660.00| 1.00000 5825.00| 0.50000 2912.50 SUBGRADE COMPACTION | | | 0009 604E38500 2.000 EACH| 550.00000 1100.00| 300.00000 600.00| 200.00000 400.00 MONUMENT ASSEMBLY | | | 0010 606E13000 975.000 LF | 9.20000 8970.00| 10.00000 9750.00| 9.20000 8970.00 GUARDRAIL, TYPE 5 | | | 0011 606E25000 4.000 EACH| 525.00000 2100.00| 600.00000 2400.00| 525.00000 2100.00 ANCHOR ASSEMBLY, TYPE A | | | 0012 606E35140 4.000 EACH| 450.00000 1800.00| 500.00000 2000.00| 450.00000 1800.00 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | 0013 616E10000 50.000 MGAL| 10.00000 500.00| 10.00000 500.00| 10.00000 500.00 WATER | | | 0014 616E20000 2.000 TON | 300.00000 600.00| 350.00000 700.00| 325.00000 650.00 CALCIUM CHLORIDE | | | 0015 690E50000 2.000 EACH| 60.00000 120.00| 100.00000 200.00| 60.00000 120.00 SPECIAL - MAILBOX SUPPORT AND RELOCATE | | | SECTION TOTALS | $ 117,486.00| $ 152,663.25| $ 94,844.50 ------+------+------+------SECTION 0002 EROSION CONTROL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -9 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(4) 34-0773854 |(5) 34-1595959 |(6) 34-0821385 |O'HORO A P COMPANY (INC) |BARTH CONSTRUCTION COMPANY I|LOCKHART W G CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0016 207E70000 100.000 EACH| 4.00000 400.00| 3.00000 300.00| 3.00000 300.00 STRAW OR HAY BALES | | | 0017 601E32101 571.000 CY | 56.00000 31976.00| 45.00000 25695.00| 45.00000 25695.00 ROCK CHANNEL PROTECTION, TYPE B WITH | | | FILTER, AS PER PLAN | | | 0018 601E32200 322.000 CY | 54.00000 17388.00| 45.00000 14490.00| 45.00000 14490.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | | 0019 657E10000 65.000 SY | 225.00000 14625.00| 45.00000 2925.00| 20.00000 1300.00 RIPRAP FOR TREE PROTECTION | | | 0020 659E10000 11284.000 SY | 0.45000 5077.80| 0.50000 5642.00| 0.30000 3385.20 SEEDING AND MULCHING | | | 0021 659E20000 1.010 TON | 440.00000 444.40| 480.00000 484.80| 300.00000 303.00 COMMERCIAL FERTILIZER | | | 0022 659E30000 5.070 TON | 40.00000 202.80| 45.00000 228.15| 100.00000 507.00 AGRICULTURAL LIMING | | | 0023 659E35000 23.000 MGAL| 1.00000 23.00| 2.00000 46.00| 10.00000 230.00 WATER | | | 0024 670E40000 895.000 SY | 1.60000 1432.00| 1.75000 1566.25| 2.00000 1790.00 DITCH EROSION PROTECTION | | | SECTION TOTALS | $ 71,569.00| $ 51,377.20| $ 48,000.20 ------+------+------+------SECTION 0003 DRAINAGE | | | 0025 602E20000 3.710 CY | 820.00000 3042.20| 500.00000 1855.00| 500.00000 1855.00 CONCRETE MASONRY | | | 0026 603E04400 30.000 LF | 21.00000 630.00| 21.00000 630.00| 22.00000 660.00 12" CONDUIT, TYPE B | | | 0027 603E04900 110.000 LF | 17.00000 1870.00| 18.50000 2035.00| 19.00000 2090.00 12" CONDUIT, TYPE D | | | 0028 603E05700 72.000 LF | 23.25000 1674.00| 26.00000 1872.00| 26.00000 1872.00 15" CONDUIT, TYPE A , 706.02 | | | 0029 603E06100 34.000 LF | 33.00000 1122.00| 26.00000 884.00| 24.00000 816.00 15" CONDUIT, TYPE C | | | 0030 603E06400 40.000 LF | 24.00000 960.00| 25.00000 1000.00| 25.00000 1000.00 15" CONDUIT, TYPE D | | | 0031 603E52904 18.000 LF | 150.00000 2700.00| 120.00000 2160.00| 171.00000 3078.00 34" X 53" CONDUIT, TYPE C, 706.04 , | | | CLASS HE-II | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -10 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(4) 34-0773854 |(5) 34-1595959 |(6) 34-0821385 |O'HORO A P COMPANY (INC) |BARTH CONSTRUCTION COMPANY I|LOCKHART W G CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0032 604E05700 1.000 EACH| 1700.00000 1700.00| 1400.00000 1400.00| 1730.00000 1730.00 CATCH BASIN, NO. 2-5 | | | 0033 605E31100 343.000 LF | 6.20000 2126.60| 6.00000 2058.00| 7.00000 2401.00 AGGREGATE DRAIN | | | SECTION TOTALS | $ 15,824.80| $ 13,894.00| $ 15,502.00 ------+------+------+------SECTION 0004 PAVEMENT | | | 0034 301E10002 844.000 CY | 53.15000 44858.60| 50.00000 42200.00| 53.00000 44732.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0035 304E20000 345.000 CY | 35.50000 12247.50| 35.00000 12075.00| 25.00000 8625.00 AGGREGATE BASE | | | 0036 402E20000 262.000 CY | 54.25000 14213.50| 50.00000 13100.00| 54.00000 14148.00 ASPHALT CONCRETE, AC-20 | | | 0037 404E20000 190.000 CY | 57.00000 10830.00| 65.00000 12350.00| 57.00000 10830.00 ASPHALT CONCRETE, AC-20 | | | 0038 404E25000 32.000 CY | 125.00000 4000.00| 137.00000 4384.00| 120.00000 3840.00 ASPHALT CONCRETE, AC-20 (DRIVEWAYS) | | | 0039 407E10000 16.000 GAL | 20.00000 320.00| 0.55000 8.80| 20.00000 320.00 TACK COAT | | | 0040 408E10000 599.000 GAL | 1.75000 1048.25| 1.10000 658.90| 1.65000 988.35 BITUMINOUS PRIME COAT | | | 0041 611E15000 160.000 SY | 112.00000 17920.00| 80.00000 12800.00| 130.00000 20800.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=13") | | | SECTION TOTALS | $ 105,437.85| $ 97,576.70| $ 104,283.35 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0042 614E21400 0.340 MILE| 1000.00000 340.00| 1000.00000 340.00| 880.00000 299.20 TEMPORARY CENTER LINE, CLASS II | | | 0043 630E85000 4.000 EACH| 100.00000 400.00| 30.00000 120.00| 100.00000 400.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | | 0044 642E00090 0.670 MILE| 1200.00000 804.00| 900.00000 603.00| 680.00000 455.60 EDGE LINE | | | 0045 642E00290 0.340 MILE| 2500.00000 850.00| 1200.00000 408.00| 980.00000 333.20 CENTER LINE | | | 0046 802E00100 11.000 EACH| 5.00000 55.00| 10.00000 110.00| 5.00000 55.00 BARRIER REFLECTOR, TYPE A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -11 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(4) 34-0773854 |(5) 34-1595959 |(6) 34-0821385 |O'HORO A P COMPANY (INC) |BARTH CONSTRUCTION COMPANY I|LOCKHART W G CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 2,449.00| $ 1,581.00| $ 1,543.00 ------+------+------+------SECTION 0006 ENVIRONMENTAL WORK | | | 0047 690E65016 625.000 TON | 5.50000 3437.50| 7.50000 4687.50| 5.00000 3125.00 SPECIAL - WORK INVOLVING PETROLEUM | | | CONTAMINATED SOIL | | | SECTION TOTALS | $ 3,437.50| $ 4,687.50| $ 3,125.00 ------+------+------+------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. POR-305-0244 | | | 0048 202E11002 LUMP| 8000.00000 8000.00| 7500.00000 7500.00| 9000.00000 9000.00 STRUCTURE REMOVED, OVER 20 FOOT SPAN | | | 0049 403E20000 19.000 CY | 95.00000 1805.00| 66.00000 1254.00| 85.00000 1615.00 ASPHALT CONCRETE, AC-20 | | | 0050 404E20000 12.000 CY | 100.00000 1200.00| 66.00000 792.00| 95.00000 1140.00 ASPHALT CONCRETE, AC-20 | | | 0051 503E21100 105.000 CY | 6.00000 630.00| 25.00000 2625.00| 10.00000 1050.00 UNCLASSIFIED EXCAVATION | | | 0052 505E11100 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 9000.00000 9000.00 PILE DRIVING EQUIPMENT MOBILIZATION | | | 0053 507E21100 560.000 LF | 26.50000 14840.00| 30.00000 16800.00| 25.00000 14000.00 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | | 0054 507E41100 630.000 LF | 31.00000 19530.00| 33.00000 20790.00| 28.00000 17640.00 14" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | | 0055 507E71200 177.000 LF | 40.00000 7080.00| 33.00000 5841.00| 27.00000 4779.00 SPECIAL - PILE ENCASEMENT | | | 0056 509E15820 11568.000 LB | 0.75000 8676.00| 0.65000 7519.20| 0.61000 7056.48 EPOXY COATED REINFORCING STEEL, GRADE | | | 60 | | | 0057 511E34002 8.000 CY | 495.00000 3960.00| 350.00000 2800.00| 500.00000 4000.00 CLASS S CONCRETE, HIGH EARLY STRENGTH | | | 0058 511E42500 27.000 CY | 525.00000 14175.00| 427.00000 11529.00| 510.00000 13770.00 CLASS C CONCRETE, PIER CAP | | | 0059 511E43500 77.000 CY | 310.00000 23870.00| 320.00000 24640.00| 500.00000 38500.00 CLASS C CONCRETE, ABUTMENT INCLUDING | | | FOOTING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -12 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(4) 34-0773854 |(5) 34-1595959 |(6) 34-0821385 |O'HORO A P COMPANY (INC) |BARTH CONSTRUCTION COMPANY I|LOCKHART W G CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0060 512E33300 14.000 SY | 8.00000 112.00| 50.00000 700.00| 12.00000 168.00 TYPE A WATERPROOFING | | | 0061 512E55800 322.000 SY | 12.00000 3864.00| 14.00000 4508.00| 14.00000 4508.00 TYPE D WATERPROOFING | | | 0062 512E67500 35.000 SY | 9.00000 315.00| 15.00000 525.00| 11.00000 385.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | 0063 512E67502 54.000 SY | 9.00000 486.00| 18.00000 972.00| 12.00000 648.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0064 515E53500 9.000 EACH| 1950.00000 17550.00| 2125.00000 19125.00| 2000.00000 18000.00 PRESTRESSED CONCRETE BOX BEAM (16'-30' | | | LENGTH) (27'-0-3/4" LONG, B17-48) | | | 0065 515E53500 18.000 EACH| 1950.00000 35100.00| 2125.00000 38250.00| 2000.00000 36000.00 PRESTRESSED CONCRETE BOX BEAM (16'-30' | | | LENGTH) (27'-2-7/8" LONG, B17-48) | | | 0066 516E10500 77.000 LF | 155.00000 11935.00| 148.50000 11434.50| 150.00000 11550.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC COMPRESSION SEAL | | | 0067 516E41100 54.000 EACH| 5.00000 270.00| 3.00000 162.00| 4.00000 216.00 1/8" PREFORMED BEARING PAD, 711.21 | | | 0068 516E43100 108.000 EACH| 35.00000 3780.00| 28.00000 3024.00| 30.00000 3240.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) 6"X10"X1" | | | 0069 517E72300 175.000 LF | 38.20000 6685.00| 43.00000 7525.00| 38.20000 6685.00 RAILING (DEEP BEAM RAIL WITH STEEL | | | TUBULAR BACKUP AND TYPE 2 STEEL POSTS | | | AND ANCHOR BOLTS) | | | 0070 518E21200 27.000 CY | 45.00000 1215.00| 50.00000 1350.00| 21.00000 567.00 POROUS BACKFILL WITH FILTER FABRIC | | | 0071 518E22200 146.000 SF | 8.00000 1168.00| 12.00000 1752.00| 10.00000 1460.00 SPECIAL - STEEL DRIP STRIP | | | 0072 518E41100 103.000 LF | 9.00000 927.00| 15.00000 1545.00| 10.00000 1030.00 6" PERFORATED HELICAL CORRUGATED STEEL | | | PIPE, 707.01 | | | 0073 518E41200 30.000 LF | 12.00000 360.00| 15.00000 450.00| 10.00000 300.00 6" NON-PERFORATED HELICAL CORRUGATED | | | STEEL PIPE, INCLUDING SPECIALS, 707.01 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -13 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(7) 34-0804226 |(8) 34-1684403 |(9) 34-4272670 |COOKSON BEN INC |DENNISON BRIDGE |JOHNSON S E COMPANIES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0002 202E35100 34.000 LF | 6.50000 221.00| 2.00000 68.00| 6.50000 221.00 PIPE REMOVED, 24" AND UNDER | | | 0003 202E35600 18.000 LF | 50.00000 900.00| 5.00000 90.00| 60.00000 1080.00 PIPE REMOVED FOR REUSE, OVER 24" | | | 0004 202E38100 600.000 LF | 2.00000 1200.00| 1.00000 600.00| 0.80000 480.00 GUARDRAIL REMOVED FOR STORAGE | | | 0005 202E56000 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 10000.00000 10000.00 BUILDING DEMOLISHED : PARCEL NO. 3-WD, | | | REMOVAL OF ONE BRICKBUILDING AND ONE | | | FRAME BARN | | | 0006 203E12000 15599.000 CY | 3.00000 46797.00| 5.00000 77995.00| 5.75000 89694.25 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0007 203E20000 10148.000 CY | 4.00000 40592.00| 5.00000 50740.00| 5.75000 58351.00 EMBANKMENT | | | 0008 203E50000 5825.000 SY | 0.75000 4368.75| 1.00000 5825.00| 1.00000 5825.00 SUBGRADE COMPACTION | | | 0009 604E38500 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| 400.00000 800.00 MONUMENT ASSEMBLY | | | 0010 606E13000 975.000 LF | 10.00000 9750.00| 10.00000 9750.00| 9.20000 8970.00 GUARDRAIL, TYPE 5 | | | 0011 606E25000 4.000 EACH| 575.00000 2300.00| 575.00000 2300.00| 525.00000 2100.00 ANCHOR ASSEMBLY, TYPE A | | | 0012 606E35140 4.000 EACH| 490.00000 1960.00| 500.00000 2000.00| 450.00000 1800.00 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | 0013 616E10000 50.000 MGAL| 5.00000 250.00| 1.00000 50.00| 50.00000 2500.00 WATER | | | 0014 616E20000 2.000 TON | 500.00000 1000.00| 50.00000 100.00| 150.00000 300.00 CALCIUM CHLORIDE | | | 0015 690E50000 2.000 EACH| 75.00000 150.00| 150.00000 300.00| 60.00000 120.00 SPECIAL - MAILBOX SUPPORT AND RELOCATE | | | SECTION TOTALS | $ 135,088.75| $ 177,818.00| $ 207,241.25 ------+------+------+------SECTION 0002 EROSION CONTROL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -15 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(7) 34-0804226 |(8) 34-1684403 |(9) 34-4272670 |COOKSON BEN INC |DENNISON BRIDGE |JOHNSON S E COMPANIES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0016 207E70000 100.000 EACH| 3.50000 350.00| 2.00000 200.00| 2.50000 250.00 STRAW OR HAY BALES | | | 0017 601E32101 571.000 CY | 70.00000 39970.00| 60.00000 34260.00| 45.00000 25695.00 ROCK CHANNEL PROTECTION, TYPE B WITH | | | FILTER, AS PER PLAN | | | 0018 601E32200 322.000 CY | 85.25000 27450.50| 75.00000 24150.00| 45.00000 14490.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | | 0019 657E10000 65.000 SY | 100.00000 6500.00| 150.00000 9750.00| 75.00000 4875.00 RIPRAP FOR TREE PROTECTION | | | 0020 659E10000 11284.000 SY | 0.50000 5642.00| 0.50000 5642.00| 0.45000 5077.80 SEEDING AND MULCHING | | | 0021 659E20000 1.010 TON | 480.00000 484.80| 500.00000 505.00| 440.00000 444.40 COMMERCIAL FERTILIZER | | | 0022 659E30000 5.070 TON | 45.00000 228.15| 100.00000 507.00| 40.00000 202.80 AGRICULTURAL LIMING | | | 0023 659E35000 23.000 MGAL| 1.10000 25.30| 0.50000 11.50| 1.00000 23.00 WATER | | | 0024 670E40000 895.000 SY | 1.75000 1566.25| 2.00000 1790.00| 1.60000 1432.00 DITCH EROSION PROTECTION | | | SECTION TOTALS | $ 82,217.00| $ 76,815.50| $ 52,490.00 ------+------+------+------SECTION 0003 DRAINAGE | | | 0025 602E20000 3.710 CY | 600.00000 2226.00| 400.00000 1484.00| 1000.00000 3710.00 CONCRETE MASONRY | | | 0026 603E04400 30.000 LF | 35.00000 1050.00| 30.00000 900.00| 25.00000 750.00 12" CONDUIT, TYPE B | | | 0027 603E04900 110.000 LF | 20.00000 2200.00| 30.00000 3300.00| 20.00000 2200.00 12" CONDUIT, TYPE D | | | 0028 603E05700 72.000 LF | 32.50000 2340.00| 35.00000 2520.00| 30.00000 2160.00 15" CONDUIT, TYPE A , 706.02 | | | 0029 603E06100 34.000 LF | 27.50000 935.00| 35.00000 1190.00| 40.00000 1360.00 15" CONDUIT, TYPE C | | | 0030 603E06400 40.000 LF | 25.00000 1000.00| 35.00000 1400.00| 35.00000 1400.00 15" CONDUIT, TYPE D | | | 0031 603E52904 18.000 LF | 150.00000 2700.00| 100.00000 1800.00| 152.00000 2736.00 34" X 53" CONDUIT, TYPE C, 706.04 , | | | CLASS HE-II | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -16 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(7) 34-0804226 |(8) 34-1684403 |(9) 34-4272670 |COOKSON BEN INC |DENNISON BRIDGE |JOHNSON S E COMPANIES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0032 604E05700 1.000 EACH| 2250.00000 2250.00| 2000.00000 2000.00| 2500.00000 2500.00 CATCH BASIN, NO. 2-5 | | | 0033 605E31100 343.000 LF | 6.00000 2058.00| 5.00000 1715.00| 6.50000 2229.50 AGGREGATE DRAIN | | | SECTION TOTALS | $ 16,759.00| $ 16,309.00| $ 19,045.50 ------+------+------+------SECTION 0004 PAVEMENT | | | 0034 301E10002 844.000 CY | 47.50000 40090.00| 50.00000 42200.00| 59.00000 49796.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0035 304E20000 345.000 CY | 55.00000 18975.00| 40.00000 13800.00| 42.00000 14490.00 AGGREGATE BASE | | | 0036 402E20000 262.000 CY | 47.50000 12445.00| 50.00000 13100.00| 59.90000 15693.80 ASPHALT CONCRETE, AC-20 | | | 0037 404E20000 190.000 CY | 65.00000 12350.00| 62.00000 11780.00| 71.50000 13585.00 ASPHALT CONCRETE, AC-20 | | | 0038 404E25000 32.000 CY | 135.00000 4320.00| 125.00000 4000.00| 71.50000 2288.00 ASPHALT CONCRETE, AC-20 (DRIVEWAYS) | | | 0039 407E10000 16.000 GAL | 0.55000 8.80| 1.00000 16.00| 6.00000 96.00 TACK COAT | | | 0040 408E10000 599.000 GAL | 1.50000 898.50| 1.00000 599.00| 2.50000 1497.50 BITUMINOUS PRIME COAT | | | 0041 611E15000 160.000 SY | 95.00000 15200.00| 95.00000 15200.00| 115.00000 18400.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=13") | | | SECTION TOTALS | $ 104,287.30| $ 100,695.00| $ 115,846.30 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0042 614E21400 0.340 MILE| 900.00000 306.00| 100.00000 34.00| 880.00000 299.20 TEMPORARY CENTER LINE, CLASS II | | | 0043 630E85000 4.000 EACH| 50.00000 200.00| 25.00000 100.00| 100.00000 400.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | | 0044 642E00090 0.670 MILE| 2110.00000 1413.70| 2000.00000 1340.00| 680.00000 455.60 EDGE LINE | | | 0045 642E00290 0.340 MILE| 2275.00000 773.50| 2000.00000 680.00| 980.00000 333.20 CENTER LINE | | | 0046 802E00100 11.000 EACH| 5.45000 59.95| 10.00000 110.00| 5.00000 55.00 BARRIER REFLECTOR, TYPE A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -17 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

======|(7) 34-0804226 |(8) 34-1684403 |(9) 34-4272670 |COOKSON BEN INC |DENNISON BRIDGE |JOHNSON S E COMPANIES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 2,753.15| $ 2,264.00| $ 1,543.00 ------+------+------+------SECTION 0006 ENVIRONMENTAL WORK | | | 0047 690E65016 625.000 TON | 35.00000 21875.00| 4.00000 2500.00| 12.00000 7500.00 SPECIAL - WORK INVOLVING PETROLEUM | | | CONTAMINATED SOIL | | | SECTION TOTALS | $ 21,875.00| $ 2,500.00| $ 7,500.00 ------+------+------+------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. POR-305-0244 | | | 0048 202E11002 LUMP| 8000.00000 8000.00| 20000.00000 20000.00| 15000.00000 15000.00 STRUCTURE REMOVED, OVER 20 FOOT SPAN | | | 0049 403E20000 19.000 CY | 75.50000 1434.50| 62.00000 1178.00| 71.50000 1358.50 ASPHALT CONCRETE, AC-20 | | | 0050 404E20000 12.000 CY | 75.50000 906.00| 62.00000 744.00| 71.50000 858.00 ASPHALT CONCRETE, AC-20 | | | 0051 503E21100 105.000 CY | 15.00000 1575.00| 20.00000 2100.00| 30.00000 3150.00 UNCLASSIFIED EXCAVATION | | | 0052 505E11100 LUMP| 2500.00000 2500.00| 500.00000 500.00| 10000.00000 10000.00 PILE DRIVING EQUIPMENT MOBILIZATION | | | 0053 507E21100 560.000 LF | 22.50000 12600.00| 30.00000 16800.00| 21.00000 11760.00 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | | 0054 507E41100 630.000 LF | 25.00000 15750.00| 35.00000 22050.00| 22.00000 13860.00 14" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | | 0055 507E71200 177.000 LF | 50.00000 8850.00| 30.00000 5310.00| 45.00000 7965.00 SPECIAL - PILE ENCASEMENT | | | 0056 509E15820 11568.000 LB | 0.70000 8097.60| 0.80000 9254.40| 0.60000 6940.80 EPOXY COATED REINFORCING STEEL, GRADE | | | 60 | | | 0057 511E34002 8.000 CY | 325.00000 2600.00| 400.00000 3200.00| 500.00000 4000.00 CLASS S CONCRETE, HIGH EARLY STRENGTH | | | 0058 511E42500 27.000 CY | 475.00000 12825.00| 400.00000 10800.00| 500.00000 13500.00 CLASS C CONCRETE, PIER CAP | | | 0059 511E43500 77.000 CY | 275.00000 21175.00| 300.00000 23100.00| 325.00000 25025.00 CLASS C CONCRETE, ABUTMENT INCLUDING | | | FOOTING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -18 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04 SET-ASIDE :

======|(7) 34-0804226 |(8) 34-1684403 |(9) 34-4272670 |COOKSON BEN INC |DENNISON BRIDGE |JOHNSON S E COMPANIES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0060 512E33300 14.000 SY | 20.00000 280.00| 12.00000 168.00| 25.00000 350.00 TYPE A WATERPROOFING | | | 0061 512E55800 322.000 SY | 14.50000 4669.00| 12.00000 3864.00| 12.60000 4057.20 TYPE D WATERPROOFING | | | 0062 512E67500 35.000 SY | 10.00000 350.00| 5.00000 175.00| 4.00000 140.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | 0063 512E67502 54.000 SY | 15.00000 810.00| 7.00000 378.00| 16.00000 864.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0064 515E53500 9.000 EACH| 2155.00000 19395.00| 2000.00000 18000.00| 2500.00000 22500.00 PRESTRESSED CONCRETE BOX BEAM (16'-30' | | | LENGTH) (27'-0-3/4" LONG, B17-48) | | | 0065 515E53500 18.000 EACH| 2155.00000 38790.00| 2000.00000 36000.00| 2200.00000 39600.00 PRESTRESSED CONCRETE BOX BEAM (16'-30' | | | LENGTH) (27'-2-7/8" LONG, B17-48) | | | 0066 516E10500 77.000 LF | 175.00000 13475.00| 200.00000 15400.00| 145.00000 11165.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC COMPRESSION SEAL | | | 0067 516E41100 54.000 EACH| 5.00000 270.00| 2.00000 108.00| 1.75000 94.50 1/8" PREFORMED BEARING PAD, 711.21 | | | 0068 516E43100 108.000 EACH| 28.00000 3024.00| 50.00000 5400.00| 25.00000 2700.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) 6"X10"X1" | | | 0069 517E72300 175.000 LF | 42.00000 7350.00| 40.00000 7000.00| 38.20000 6685.00 RAILING (DEEP BEAM RAIL WITH STEEL | | | TUBULAR BACKUP AND TYPE 2 STEEL POSTS | | | AND ANCHOR BOLTS) | | | 0070 518E21200 27.000 CY | 35.00000 945.00| 25.00000 675.00| 85.00000 2295.00 POROUS BACKFILL WITH FILTER FABRIC | | | 0071 518E22200 146.000 SF | 8.50000 1241.00| 8.00000 1168.00| 9.50000 1387.00 SPECIAL - STEEL DRIP STRIP | | | 0072 518E41100 103.000 LF | 8.00000 824.00| 10.00000 1030.00| 7.00000 721.00 6" PERFORATED HELICAL CORRUGATED STEEL | | | PIPE, 707.01 | | | 0073 518E41200 30.000 LF | 10.00000 300.00| 10.00000 300.00| 7.00000 210.00 6" NON-PERFORATED HELICAL CORRUGATED | | | STEEL PIPE, INCLUDING SPECIALS, 707.01 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 003 -19 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950230 AWARDED VENDOR NUMBER : 34-1393229 CALL ORDER : 003 CONTRACT ID : CPOR3977 COUNTIES : PORTAGE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04

SET-ASIDE :

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01 CONTRACT TIME : 10/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : BRO-6909(1) FOR IMPROVING COUNTY ROAD 74 IN JENNINGS TOWNSHIP, PUTNAM COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE ON A BITUMINOUS AGGREGATE BASE AND BY CONSTRUCTING BRIDGE NO. PUT-C.R.74, A THREE SPAN PRECAST,PRESTRESSED CONCRETE I-BEAM BRIDGE WITH COMPOSITE CONCRETE DECK ON REINFORCED CONCRETE ABUTMENTS AND PIERS (SPANS 81'-0", 86'-0", AND 81'-0" C/C BRGS ALONG A TANGENT; ROADWAY 28'-0" MIN TO 29'-11" MAX F/F GUARDRAIL), OVER THE AUGLAIZE RIVER.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-4272670 JOHNSON S E COMPANIES INC PO BOX 29 A $ 577,307.99 100.0000% 2 34-4456871 MILLER BROS CONST INC $ 612,443.96 106.0861% 3 34-0907180 WAGNER E S COMPANY (INC) $ 613,221.35 106.2208% 4 34-1315988 FORT DEFIANCE CONSTRUCTION & SUPPLY INC P O BOX 609 $ 613,517.07 106.2720% 5 31-0728277 MAIDEN & JENKINS CONSTRUCTION COMPANY (INC) P O BOX 268 $ 633,000.00 109.6468% ======|(1) 34-4272670 |(2) 34-4456871 |(3) 34-0907180 |JOHNSON S E COMPANIES INC |MILLER BROS CONST INC |WAGNER E S COMPANY (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 2000.00000 2000.00| 17500.00000 17500.00| 6000.00000 6000.00 CLEARING AND GRUBBING | | | 0002 202E38000 147.000 LF | 2.00000 294.00| 1.00000 147.00| 1.00000 147.00 GUARDRAIL REMOVED | | | 0003 202E58100 1.000 EACH| 470.00000 470.00| 150.00000 150.00| 125.00000 125.00 CATCH BASIN REMOVED | | | 0004 203E12000 3293.000 CY | 4.40000 14489.20| 5.00000 16465.00| 1.60000 5268.80 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0005 203E20000 6286.000 CY | 4.40000 27658.40| 7.00000 44002.00| 4.45000 27972.70 EMBANKMENT | | | 0006 203E20001 2324.000 CY | 16.50000 38346.00| 17.00000 39508.00| 13.75000 31955.00 EMBANKMENT, AS PER PLAN | | | 0007 203E45000 2.000 HOUR| 75.00000 150.00| 100.00000 200.00| 160.00000 320.00 PROOF ROLLING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(1) 34-4272670 |(2) 34-4456871 |(3) 34-0907180 |JOHNSON S E COMPANIES INC |MILLER BROS CONST INC |WAGNER E S COMPANY (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0008 203E50000 2544.000 SY | 1.10000 2798.40| 0.80000 2035.20| 1.00000 2544.00 SUBGRADE COMPACTION | | | 0009 606E13000 937.500 LF | 8.95000 8390.63| 8.50000 7968.75| 8.95000 8390.63 GUARDRAIL, TYPE 5 | | | 0010 606E25000 4.000 EACH| 510.00000 2040.00| 530.00000 2120.00| 510.00000 2040.00 ANCHOR ASSEMBLY, TYPE A | | | 0011 606E35140 4.000 EACH| 370.00000 1480.00| 420.00000 1680.00| 370.00000 1480.00 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | 0012 690E50100 1.000 EACH| 200.00000 200.00| 60.00000 60.00| 60.00000 60.00 SPECIAL - MAILBOX SUPPORT SYSTEM, | | | SINGLE | | | SECTION TOTALS | $ 98,316.63| $ 131,835.95| $ 86,303.13 ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0013 207E10000 1600.000 SY | 0.10000 160.00| 0.10000 160.00| 0.10000 160.00 TEMPORARY SEEDING AND MULCHING | | | 0014 207E30000 200.000 LF | 1.50000 300.00| 0.50000 100.00| 2.50000 500.00 FILTER FABRIC FENCE | | | 0015 207E70000 50.000 EACH| 4.35000 217.50| 1.00000 50.00| 6.00000 300.00 STRAW OR HAY BALES | | | 0016 601E32200 146.000 CY | 50.00000 7300.00| 35.00000 5110.00| 31.50000 4599.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | | 0017 659E10000 7883.000 SY | 0.31000 2443.73| 0.31000 2443.73| 0.31000 2443.73 SEEDING AND MULCHING | | | 0018 659E14000 400.000 SY | 0.10000 40.00| 0.10000 40.00| 0.10000 40.00 REPAIR SEEDING AND MULCHING | | | 0019 659E20000 0.780 TON | 350.00000 273.00| 350.00000 273.00| 350.00000 273.00 COMMERCIAL FERTILIZER | | | 0020 659E35000 21.000 MGAL| 1.00000 21.00| 1.00000 21.00| 1.00000 21.00 WATER | | | SECTION TOTALS | $ 10,755.23| $ 8,197.73| $ 8,336.73 ------+------+------+------SECTION 0003 DRAINAGE | | | 0021 602E20000 0.200 CY | 2000.00000 400.00| 2500.00000 500.00| 750.00000 150.00 CONCRETE MASONRY | | | 0022 603E00406 200.000 LF | 1.00000 200.00| 4.00000 800.00| 3.00000 600.00 4" CONDUIT, TYPE F | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(1) 34-4272670 |(2) 34-4456871 |(3) 34-0907180 |JOHNSON S E COMPANIES INC |MILLER BROS CONST INC |WAGNER E S COMPANY (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0023 603E01500 200.000 LF | 4.25000 850.00| 5.00000 1000.00| 4.25000 850.00 6" CONDUIT, TYPE F | | | 0024 603E01800 148.000 LF | 8.00000 1184.00| 5.00000 740.00| 19.00000 2812.00 8" CONDUIT, TYPE B | | | 0025 603E02000 5.000 LF | 20.00000 100.00| 25.00000 125.00| 25.00000 125.00 8" CONDUIT, TYPE C | | | 0026 603E02500 500.000 LF | 1.20000 600.00| 1.50000 750.00| 3.00000 1500.00 8" CONDUIT, TYPE E | | | 0027 603E02600 200.000 LF | 3.00000 600.00| 7.00000 1400.00| 7.25000 1450.00 8" CONDUIT, TYPE F | | | 0028 603E04400 148.000 LF | 13.90000 2057.20| 6.00000 888.00| 21.00000 3108.00 12" CONDUIT, TYPE B | | | 0029 603E04600 114.000 LF | 15.00000 1710.00| 28.00000 3192.00| 17.00000 1938.00 12" CONDUIT, TYPE C | | | 0030 603E04900 24.000 LF | 25.00000 600.00| 25.00000 600.00| 17.00000 408.00 12" CONDUIT, TYPE D | | | 0031 603E05100 500.000 LF | 2.36000 1180.00| 2.50000 1250.00| 4.00000 2000.00 12" CONDUIT, TYPE E | | | 0032 604E04500 1.000 EACH| 700.00000 700.00| 800.00000 800.00| 975.00000 975.00 CATCH BASIN, NO. 2-2B | | | 0033 604E31500 1.000 EACH| 1400.00000 1400.00| 2000.00000 2000.00| 1750.00000 1750.00 MANHOLE, NO. 3 | | | 0034 605E31100 358.000 LF | 3.50000 1253.00| 6.00000 2148.00| 5.50000 1969.00 AGGREGATE DRAIN | | | SECTION TOTALS | $ 12,834.20| $ 16,193.00| $ 19,635.00 ------+------+------+------SECTION 0004 PAVEMENT | | | 0035 301E10002 269.000 CY | 57.50000 15467.50| 50.64000 13622.16| 50.75000 13651.75 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0036 304E20000 571.000 CY | 19.00000 10849.00| 24.00000 13704.00| 20.50000 11705.50 AGGREGATE BASE | | | 0037 402E20000 116.000 CY | 62.00000 7192.00| 54.77000 6353.32| 55.00000 6380.00 ASPHALT CONCRETE, AC-20 | | | 0038 404E20000 83.000 CY | 69.50000 5768.50| 61.50000 5104.50| 68.00000 5644.00 ASPHALT CONCRETE, AC-20 | | | 0039 408E10000 971.000 GAL | 0.75000 728.25| 0.80000 776.80| 0.80000 776.80 BITUMINOUS PRIME COAT | | | 0040 452E10000 117.000 SY | 22.00000 2574.00| 27.00000 3159.00| 30.00000 3510.00 6" PLAIN CONCRETE PAVEMENT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -4 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(1) 34-4272670 |(2) 34-4456871 |(3) 34-0907180 |JOHNSON S E COMPANIES INC |MILLER BROS CONST INC |WAGNER E S COMPANY (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 42,579.25| $ 42,719.78| $ 41,668.05 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0041 630E85000 4.000 EACH| 20.00000 80.00| 5.00000 20.00| 30.00000 120.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | | 0042 630E86002 4.000 EACH| 1.00000 4.00| 5.00000 20.00| 30.00000 120.00 REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND DISPOSAL | | | 0043 642E00090 0.490 MILE| 1543.00000 756.07| 1351.35000 662.16| 1360.00000 666.40 EDGE LINE | | | 0044 642E00290 0.250 MILE| 1543.00000 385.75| 1351.35000 337.84| 1360.00000 340.00 CENTER LINE | | | 0045 802E00100 22.000 EACH| 5.30000 116.60| 7.00000 154.00| 5.30000 116.60 BARRIER REFLECTOR, TYPE A | | | SECTION TOTALS | $ 1,342.42| $ 1,194.00| $ 1,363.00 ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0046 410E12000 100.000 CY | 11.20000 1120.00| 5.00000 500.00| 15.00000 1500.00 TRAFFIC COMPACTED SURFACE, TYPE A OR B | | | 0047 614E21400 0.250 MILE| 45.00000 11.25| 1000.00000 250.00| 1000.00000 250.00 TEMPORARY CENTER LINE, CLASS II | | | 0048 616E10000 50.000 MGAL| 1.00000 50.00| 1.00000 50.00| 35.00000 1750.00 WATER | | | 0049 616E20000 2.000 TON | 35.00000 70.00| 150.00000 300.00| 400.00000 800.00 CALCIUM CHLORIDE | | | SECTION TOTALS | $ 1,251.25| $ 1,100.00| $ 4,300.00 ------+------+------+------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. PUT-C.R.74 | | | 0050 202E11002 LUMP| 25000.00000 25000.00| 24000.00000 24000.00| 21000.00000 21000.00 STRUCTURE REMOVED, OVER 20 FOOT SPAN | | | 0051 503E11100 LUMP| 2500.00000 2500.00| 15000.00000 15000.00| 13000.00000 13000.00 COFFERDAMS, CRIBS AND SHEETING | | | 0052 503E21101 121.000 CY | 30.00000 3630.00| 6.00000 726.00| 25.00000 3025.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(1) 34-4272670 |(2) 34-4456871 |(3) 34-0907180 |JOHNSON S E COMPANIES INC |MILLER BROS CONST INC |WAGNER E S COMPANY (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0053 505E11100 LUMP| 9000.00000 9000.00| 8000.00000 8000.00| 9000.00000 9000.00 PILE DRIVING EQUIPMENT MOBILIZATION | | | 0054 507E11100 192.000 LF | 40.00000 7680.00| 17.00000 3264.00| 22.50000 4320.00 STEEL PILES HP10X42 | | | 0055 507E93301 16.000 EACH| 50.00000 800.00| 75.00000 1200.00| 75.00000 1200.00 STEEL POINT (OR SHOE), AS PER PLAN | | | 0056 507E94704 60.000 LF | 350.00000 21000.00| 285.00000 17100.00| 450.00000 27000.00 SPECIAL - DRILLED SHAFTS, 36" DIAMETER, | | | INTO BEDROCK | | | 0057 507E94802 30.000 LF | 320.00000 9600.00| 120.00000 3600.00| 315.00000 9450.00 SPECIAL - DRILLED SHAFTS, 42" DIAMETER, | | | ABOVE BEDROCK | | | 0058 509E15830 73743.000 LB | 0.57000 42033.51| 0.50000 36871.50| 0.58000 42770.94 EPOXY COATED REINFORCING STEEL, GRADE | | | 60 | | | 0059 511E33402 53.000 CY | 460.00000 24380.00| 500.00000 26500.00| 350.00000 18550.00 CLASS S CONCRETE, SUPERSTRUCTURE | | | (DIAPHRAGMS FOR CONCRETE I-BEAMS) | | | 0060 511E41000 40.000 CY | 450.00000 18000.00| 350.00000 14000.00| 435.00000 17400.00 CLASS C CONCRETE, PIER ABOVE FOOTINGS | | | 0061 511E44101 39.000 CY | 400.00000 15600.00| 325.00000 12675.00| 390.00000 15210.00 CLASS C CONCRETE, ABUTMENT NOT | | | INCLUDING FOOTING, AS PER PLAN | | | 0062 511E46500 40.000 CY | 295.00000 11800.00| 300.00000 12000.00| 190.00000 7600.00 CLASS C CONCRETE, FOOTING | | | 0063 511E81100 90.000 LF | 20.00000 1800.00| 29.00000 2610.00| 12.50000 1125.00 CONCRETE, MISC.: CONCRETE PUMPING | | | (SPECIAL) | | | 0064 512E67500 144.000 SY | 5.25000 756.00| 7.50000 1080.00| 5.50000 792.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | 0065 512E67502 49.000 SY | 13.50000 661.50| 12.00000 588.00| 14.50000 710.50 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0066 515E50000 8.000 EACH| 6585.00000 52680.00| 7210.00000 57680.00| 7050.00000 56400.00 PRESTRESSED CONCRETE I-BEAM (TYPE IV, | | | 80'-2") | | | 0067 515E50000 4.000 EACH| 6585.00000 26340.00| 7210.00000 28840.00| 7050.00000 28200.00 PRESTRESSED CONCRETE I-BEAM (TYPE IV, | | | 84'-4") | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -6 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(1) 34-4272670 |(2) 34-4456871 |(3) 34-0907180 |JOHNSON S E COMPANIES INC |MILLER BROS CONST INC |WAGNER E S COMPANY (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0068 516E13000 31.000 SF | 3.00000 93.00| 1.00000 31.00| 2.00000 62.00 1/4" PREFORMED EXPANSION JOINT FILLER | | | 0069 516E13200 51.000 SF | 2.00000 102.00| 2.00000 102.00| 4.00000 204.00 1/2" PREFORMED EXPANSION JOINT FILLER | | | 0070 516E13600 36.000 SF | 3.00000 108.00| 3.00000 108.00| 5.00000 180.00 1" PREFORMED EXPANSION JOINT FILLER | | | 0071 516E41300 8.000 EACH| 30.00000 240.00| 40.00000 320.00| 40.00000 320.00 1/2" ELASTOMERIC BEARING PAD , | | | 9"X2'-0-1/2" | | | 0072 516E43100 16.000 EACH| 120.00000 1920.00| 150.00000 2400.00| 145.00000 2320.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) , | | | 1-1/2"X8"X2'-0-1/2" | | | 0073 517E72300 512.500 LF | 41.00000 21012.50| 42.00000 21525.00| 41.00000 21012.50 RAILING (DEEP BEAM RAIL WITH STEEL | | | TUBULAR BACKUP AND TYPE 2 STEEL POSTS | | | AND ANCHOR BOLTS) | | | 0074 518E21200 65.000 CY | 35.00000 2275.00| 20.00000 1300.00| 50.00000 3250.00 POROUS BACKFILL WITH FILTER FABRIC | | | 0075 518E22300 496.000 LF | 8.00000 3968.00| 8.00000 3968.00| 12.50000 6200.00 SPECIAL - STEEL DRIP STRIP | | | 0076 518E40001 123.000 LF | 6.50000 799.50| 5.00000 615.00| 4.50000 553.50 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | | 0077 518E40011 20.000 LF | 6.50000 130.00| 5.00000 100.00| 12.50000 250.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | | 0078 511E31506 AA1 238.000 CY | 290.00000 69020.00| 325.00000 77350.00| 395.00000 94010.00 CLASS S CONCRETE, SUPERSTRUCTURE | | | 0079 511E33404 AA2 238.000 CY | | | CLASS S CONCRETE, SUPERSTRUCTURE (USING | | | SHRINKAGE COMPENSATING CEMENT) | | | 0080 511E33410 AA2 LUMP| | | CLASS S CONCRETE, USING SHRINKAGE | | | COMPENSATING CEMENT, FOR PRE-PLACEMENT | | | TESTING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -7 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-1315988 |(5) 31-0728277 | |FORT DEFIANCE CONSTRUCTION &|MAIDEN & JENKINS CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 3500.00000 3500.00| 6500.00000 6500.00| CLEARING AND GRUBBING | | | 0002 202E38000 147.000 LF | 1.00000 147.00| 1.50000 220.50| GUARDRAIL REMOVED | | | 0003 202E58100 1.000 EACH| 75.00000 75.00| 400.00000 400.00| CATCH BASIN REMOVED | | | 0004 203E12000 3293.000 CY | 5.50000 18111.50| 4.25000 13995.25| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0005 203E20000 6286.000 CY | 5.50000 34573.00| 5.50000 34573.00| EMBANKMENT | | | 0006 203E20001 2324.000 CY | 18.00000 41832.00| 14.00000 32536.00| EMBANKMENT, AS PER PLAN | | | 0007 203E45000 2.000 HOUR| 400.00000 800.00| 400.00000 800.00| PROOF ROLLING | | | 0008 203E50000 2544.000 SY | 1.50000 3816.00| 1.25000 3180.00| SUBGRADE COMPACTION | | | 0009 606E13000 937.500 LF | 8.95000 8390.62| 8.95000 8390.63| GUARDRAIL, TYPE 5 | | | 0010 606E25000 4.000 EACH| 510.00000 2040.00| 510.00000 2040.00| ANCHOR ASSEMBLY, TYPE A | | | 0011 606E35140 4.000 EACH| 370.00000 1480.00| 370.00000 1480.00| BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | 0012 690E50100 1.000 EACH| 65.00000 65.00| 140.00000 140.00| SPECIAL - MAILBOX SUPPORT SYSTEM, | | | SINGLE | | | SECTION TOTALS | $ 114,830.12| $ 104,255.38| ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0013 207E10000 1600.000 SY | 0.16000 256.00| 0.10000 160.00| TEMPORARY SEEDING AND MULCHING | | | 0014 207E30000 200.000 LF | 1.25000 250.00| 4.00000 800.00| FILTER FABRIC FENCE | | | 0015 207E70000 50.000 EACH| 1.00000 50.00| 5.00000 250.00| STRAW OR HAY BALES | | | 0016 601E32200 146.000 CY | 33.00000 4818.00| 33.00000 4818.00| ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -9 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-1315988 |(5) 31-0728277 | |FORT DEFIANCE CONSTRUCTION &|MAIDEN & JENKINS CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0017 659E10000 7883.000 SY | 0.28000 2207.24| 0.31000 2443.73| SEEDING AND MULCHING | | | 0018 659E14000 400.000 SY | 0.28000 112.00| 0.10000 40.00| REPAIR SEEDING AND MULCHING | | | 0019 659E20000 0.780 TON | 350.00000 273.00| 350.00000 273.00| COMMERCIAL FERTILIZER | | | 0020 659E35000 21.000 MGAL| 5.00000 105.00| 1.00000 21.00| WATER | | | SECTION TOTALS | $ 8,071.24| $ 8,805.73| ------+------+------+------SECTION 0003 DRAINAGE | | | 0021 602E20000 0.200 CY | 1200.00000 240.00| 1800.00000 360.00| CONCRETE MASONRY | | | 0022 603E00406 200.000 LF | 3.00000 600.00| 4.00000 800.00| 4" CONDUIT, TYPE F | | | 0023 603E01500 200.000 LF | 3.50000 700.00| 4.00000 800.00| 6" CONDUIT, TYPE F | | | 0024 603E01800 148.000 LF | 7.50000 1110.00| 6.00000 888.00| 8" CONDUIT, TYPE B | | | 0025 603E02000 5.000 LF | 30.00000 150.00| 13.00000 65.00| 8" CONDUIT, TYPE C | | | 0026 603E02500 500.000 LF | 1.00000 500.00| 4.50000 2250.00| 8" CONDUIT, TYPE E | | | 0027 603E02600 200.000 LF | 4.00000 800.00| 6.50000 1300.00| 8" CONDUIT, TYPE F | | | 0028 603E04400 148.000 LF | 11.00000 1628.00| 20.00000 2960.00| 12" CONDUIT, TYPE B | | | 0029 603E04600 114.000 LF | 18.50000 2109.00| 21.50000 2451.00| 12" CONDUIT, TYPE C | | | 0030 603E04900 24.000 LF | 17.00000 408.00| 20.00000 480.00| 12" CONDUIT, TYPE D | | | 0031 603E05100 500.000 LF | 2.50000 1250.00| 7.50000 3750.00| 12" CONDUIT, TYPE E | | | 0032 604E04500 1.000 EACH| 725.00000 725.00| 850.00000 850.00| CATCH BASIN, NO. 2-2B | | | 0033 604E31500 1.000 EACH| 1750.00000 1750.00| 1800.00000 1800.00| MANHOLE, NO. 3 | | | 0034 605E31100 358.000 LF | 3.00000 1074.00| 4.00000 1432.00| AGGREGATE DRAIN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -10 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-1315988 |(5) 31-0728277 | |FORT DEFIANCE CONSTRUCTION &|MAIDEN & JENKINS CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 13,044.00| $ 20,186.00| ------+------+------+------SECTION 0004 PAVEMENT | | | 0035 301E10002 269.000 CY | 50.64000 13622.16| 50.64000 13622.16| BITUMINOUS AGGREGATE BASE, AC-20 | | | 0036 304E20000 571.000 CY | 23.00000 13133.00| 24.00000 13704.00| AGGREGATE BASE | | | 0037 402E20000 116.000 CY | 54.77000 6353.32| 54.77000 6353.32| ASPHALT CONCRETE, AC-20 | | | 0038 404E20000 83.000 CY | 61.50000 5104.50| 61.50000 5104.50| ASPHALT CONCRETE, AC-20 | | | 0039 408E10000 971.000 GAL | 0.80000 776.80| 0.80000 776.80| BITUMINOUS PRIME COAT | | | 0040 452E10000 117.000 SY | 31.70000 3708.90| 26.00000 3042.00| 6" PLAIN CONCRETE PAVEMENT | | | SECTION TOTALS | $ 42,698.68| $ 42,602.78| ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0041 630E85000 4.000 EACH| 25.00000 100.00| 10.00000 40.00| REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | | 0042 630E86002 4.000 EACH| 25.00000 100.00| 20.00000 80.00| REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND DISPOSAL | | | 0043 642E00090 0.490 MILE| 1351.35000 662.16| 1543.00000 756.07| EDGE LINE | | | 0044 642E00290 0.250 MILE| 1351.35000 337.83| 1543.00000 385.75| CENTER LINE | | | 0045 802E00100 22.000 EACH| 5.30000 116.60| 5.30000 116.60| BARRIER REFLECTOR, TYPE A | | | SECTION TOTALS | $ 1,316.59| $ 1,378.42| ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0046 410E12000 100.000 CY | 10.00000 1000.00| 17.50000 1750.00| TRAFFIC COMPACTED SURFACE, TYPE A OR B | | | 0047 614E21400 0.250 MILE| 1000.00000 250.00| 1000.00000 250.00| TEMPORARY CENTER LINE, CLASS II | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -11 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-1315988 |(5) 31-0728277 | |FORT DEFIANCE CONSTRUCTION &|MAIDEN & JENKINS CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0048 616E10000 50.000 MGAL| 5.00000 250.00| 4.00000 200.00| WATER | | | 0049 616E20000 2.000 TON | 200.00000 400.00| 500.00000 1000.00| CALCIUM CHLORIDE | | | SECTION TOTALS | $ 1,900.00| $ 3,200.00| ------+------+------+------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. PUT-C.R.74 | | | 0050 202E11002 LUMP| 34000.00000 34000.00| 40511.89000 40511.89| STRUCTURE REMOVED, OVER 20 FOOT SPAN | | | 0051 503E11100 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| COFFERDAMS, CRIBS AND SHEETING | | | 0052 503E21101 121.000 CY | 25.00000 3025.00| 12.50000 1512.50| UNCLASSIFIED EXCAVATION, AS PER PLAN | | | 0053 505E11100 LUMP| 7500.00000 7500.00| 5500.00000 5500.00| PILE DRIVING EQUIPMENT MOBILIZATION | | | 0054 507E11100 192.000 LF | 35.00000 6720.00| 30.00000 5760.00| STEEL PILES HP10X42 | | | 0055 507E93301 16.000 EACH| 50.00000 800.00| 70.00000 1120.00| STEEL POINT (OR SHOE), AS PER PLAN | | | 0056 507E94704 60.000 LF | 320.00000 19200.00| 405.00000 24300.00| SPECIAL - DRILLED SHAFTS, 36" DIAMETER, | | | INTO BEDROCK | | | 0057 507E94802 30.000 LF | 270.00000 8100.00| 365.00000 10950.00| SPECIAL - DRILLED SHAFTS, 42" DIAMETER, | | | ABOVE BEDROCK | | | 0058 509E15830 73743.000 LB | 0.43000 31709.49| 0.57000 42033.51| EPOXY COATED REINFORCING STEEL, GRADE | | | 60 | | | 0059 511E33402 53.000 CY | 400.00000 21200.00| 370.00000 19610.00| CLASS S CONCRETE, SUPERSTRUCTURE | | | (DIAPHRAGMS FOR CONCRETE I-BEAMS) | | | 0060 511E41000 40.000 CY | 450.00000 18000.00| 370.00000 14800.00| CLASS C CONCRETE, PIER ABOVE FOOTINGS | | | 0061 511E44101 39.000 CY | 545.00000 21255.00| 500.00000 19500.00| CLASS C CONCRETE, ABUTMENT NOT | | | INCLUDING FOOTING, AS PER PLAN | | | 0062 511E46500 40.000 CY | 270.00000 10800.00| 275.00000 11000.00| CLASS C CONCRETE, FOOTING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -12 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-1315988 |(5) 31-0728277 | |FORT DEFIANCE CONSTRUCTION &|MAIDEN & JENKINS CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0063 511E81100 90.000 LF | 29.00000 2610.00| 20.00000 1800.00| CONCRETE, MISC.: CONCRETE PUMPING | | | (SPECIAL) | | | 0064 512E67500 144.000 SY | 8.00000 1152.00| 8.00000 1152.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | 0065 512E67502 49.000 SY | 10.00000 490.00| 10.00000 490.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0066 515E50000 8.000 EACH| 6400.00000 51200.00| 7250.00000 58000.00| PRESTRESSED CONCRETE I-BEAM (TYPE IV, | | | 80'-2") | | | 0067 515E50000 4.000 EACH| 6400.00000 25600.00| 7250.00000 29000.00| PRESTRESSED CONCRETE I-BEAM (TYPE IV, | | | 84'-4") | | | 0068 516E13000 31.000 SF | 2.00000 62.00| 5.50000 170.50| 1/4" PREFORMED EXPANSION JOINT FILLER | | | 0069 516E13200 51.000 SF | 2.35000 119.85| 4.25000 216.75| 1/2" PREFORMED EXPANSION JOINT FILLER | | | 0070 516E13600 36.000 SF | 2.60000 93.60| 4.50000 162.00| 1" PREFORMED EXPANSION JOINT FILLER | | | 0071 516E41300 8.000 EACH| 21.00000 168.00| 40.00000 320.00| 1/2" ELASTOMERIC BEARING PAD , | | | 9"X2'-0-1/2" | | | 0072 516E43100 16.000 EACH| 120.00000 1920.00| 140.00000 2240.00| ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) , | | | 1-1/2"X8"X2'-0-1/2" | | | 0073 517E72300 512.500 LF | 41.00000 21012.50| 41.00000 21012.50| RAILING (DEEP BEAM RAIL WITH STEEL | | | TUBULAR BACKUP AND TYPE 2 STEEL POSTS | | | AND ANCHOR BOLTS) | | | 0074 518E21200 65.000 CY | 50.00000 3250.00| 30.00000 1950.00| POROUS BACKFILL WITH FILTER FABRIC | | | 0075 518E22300 496.000 LF | 8.00000 3968.00| 7.00000 3472.00| SPECIAL - STEEL DRIP STRIP | | | 0076 518E40001 123.000 LF | 7.00000 861.00| 5.75000 707.25| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | | 0077 518E40011 20.000 LF | 7.00000 140.00| 7.00000 140.00| 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 004 -13 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950231 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 004 CONTRACT ID : CPUT10099 COUNTIES : PUTNAM LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01 SET-ASIDE :

======|(4) 34-1315988 |(5) 31-0728277 | |FORT DEFIANCE CONSTRUCTION &|MAIDEN & JENKINS CONSTRUCTIO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0078 511E31506 AA1 238.000 CY | 375.00000 89250.00| 310.00000 73780.00| CLASS S CONCRETE, SUPERSTRUCTURE | | | 0079 511E33404 AA2 238.000 CY | | | CLASS S CONCRETE, SUPERSTRUCTURE (USING | | | SHRINKAGE COMPENSATING CEMENT) | | | 0080 511E33410 AA2 LUMP| | | CLASS S CONCRETE, USING SHRINKAGE | | | COMPENSATING CEMENT, FOR PRE-PLACEMENT | | | TESTING | | | SECTION TOTALS | $ 391,706.44| $ 398,710.90| ------+------+------+------SECTION 0008 INCIDENTALS | | | 0081 103E05000 LUMP| 6200.00000 6200.00| 18660.79000 18660.79| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0082 614E11000 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| MAINTAINING TRAFFIC | | | 0083 619E15000 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| FIELD OFFICE, TYPE A | | | 0084 619E25000 LUMP| 250.00000 250.00| 2300.00000 2300.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0085 623E10000 LUMP| 7500.00000 7500.00| 4900.00000 4900.00| CONSTRUCTION LAYOUT STAKES | | | 0086 624E10000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| MOBILIZATION | | | SECTION TOTALS | $ 39,950.00| $ 53,860.79| ------+------+------+------CONTRACT TOTALS | $ 613,517.07| $ 633,000.00| ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06 CONTRACT TIME : 09/30/95 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : BRF-93-2(4) FOR IMPROVING SECTION UNI-4-14.75, STATE ROUTE 4 IN PARIS TOWNSHIP, UNION COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING AND PAVING WITH ASPHALT CONCRETE ON A BITUMINOUS AGGREGATE BASE AND BY INSTALLING A BOX CULVERT.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-1222707 J & J SCHLAEGEL INC $ 181,106.25 100.0000% 2 31-0646944 DIAL CONSTRUCTION CO INC $ 194,439.10 107.3618% 3 34-1154679 SHAW & HOLTER INC $ 195,893.15 108.1647% 4 34-1678763 SANDUSKY BAY CONSTRUCTION COMPANY, INC. $ 199,819.00 110.3324% 5 31-1193721 SMITH & JOHNSON CONSTRUCTION CO (INC) $ 201,229.85 111.1114% 6 31-0728277 MAIDEN & JENKINS CONSTRUCTION COMPANY (INC) P O BOX 268 $ 230,000.00 126.9972% 7 31-0926332 MAYLE TOM & SONS CONSTRUCTION INC $ 259,689.72 143.3908% ======|(1) 31-1222707 |(2) 31-0646944 |(3) 34-1154679 |J & J SCHLAEGEL INC |DIAL CONSTRUCTION CO INC |SHAW & HOLTER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 1500.00000 1500.00 CLEARING AND GRUBBING | | | 0002 202E11000 LUMP| 4000.00000 4000.00| 8500.00000 8500.00| 7000.00000 7000.00 STRUCTURE REMOVED | | | 0003 202E35100 58.000 LF | 8.00000 464.00| 3.50000 203.00| 5.50000 319.00 PIPE REMOVED, 24" AND UNDER | | | 0004 202E35200 45.000 LF | 10.00000 450.00| 5.50000 247.50| 5.50000 247.50 PIPE REMOVED, OVER 24" | | | 0005 202E38100 262.500 LF | 1.00000 262.50| 1.20000 315.00| 1.00000 262.50 GUARDRAIL REMOVED FOR STORAGE | | | 0006 203E12000 1637.000 CY | 8.00000 13096.00| 4.25000 6957.25| 3.70000 6056.90 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0007 203E20000 225.000 CY | 8.00000 1800.00| 4.00000 900.00| 18.40000 4140.00 EMBANKMENT | | | 0008 203E21001 1079.000 CY | 8.00000 8632.00| 16.50000 17803.50| 17.50000 18882.50 EMBANKMENT USING GRANULAR MATERIAL, AS | | | PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-1222707 |(2) 31-0646944 |(3) 34-1154679 |J & J SCHLAEGEL INC |DIAL CONSTRUCTION CO INC |SHAW & HOLTER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0009 203E50000 410.000 SY | 1.25000 512.50| 1.00000 410.00| 2.75000 1127.50 SUBGRADE COMPACTION | | | 0010 604E38500 2.000 EACH| 250.00000 500.00| 100.00000 200.00| 510.00000 1020.00 MONUMENT ASSEMBLY | | | 0011 606E13000 475.000 LF | 8.75000 4156.25| 8.75000 4156.25| 8.75000 4156.25 GUARDRAIL, TYPE 5 | | | 0012 606E13011 50.000 LF | 55.00000 2750.00| 48.00000 2400.00| 55.00000 2750.00 GUARDRAIL, TYPE 5 WITH TUBULAR BACKUP, | | | AS PER PLAN | | | 0013 606E26100 2.000 EACH| 2430.00000 4860.00| 2430.00000 4860.00| 2430.00000 4860.00 ANCHOR ASSEMBLY, TYPE E | | | 0014 606E26500 2.000 EACH| 420.00000 840.00| 420.00000 840.00| 420.00000 840.00 ANCHOR ASSEMBLY, TYPE T | | | 0015 606E35140 4.000 EACH| 370.00000 1480.00| 370.00000 1480.00| 370.00000 1480.00 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | SECTION TOTALS | $ 44,803.25| $ 51,272.50| $ 54,642.15 ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0016 207E30000 550.000 LF | 1.50000 825.00| 2.65000 1457.50| 2.00000 1100.00 FILTER FABRIC FENCE | | | 0017 207E70000 50.000 EACH| 1.00000 50.00| 5.00000 250.00| 5.00000 250.00 STRAW OR HAY BALES | | | 0018 601E32104 58.000 CY | 35.00000 2030.00| 40.00000 2320.00| 42.00000 2436.00 ROCK CHANNEL PROTECTION, TYPE B WITH | | | FABRIC FILTER | | | 0019 601E32200 10.000 CY | 15.00000 150.00| 45.00000 450.00| 20.00000 200.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | | 0020 659E10000 2443.000 SY | 1.10000 2687.30| 1.00000 2443.00| 1.00000 2443.00 SEEDING AND MULCHING | | | 0021 659E20000 0.220 TON | 350.00000 77.00| 400.00000 88.00| 350.00000 77.00 COMMERCIAL FERTILIZER | | | 0022 659E35000 5.000 MGAL| 1.00000 5.00| 1.00000 5.00| 1.00000 5.00 WATER | | | 0023 660E30000 78.000 SY | 5.00000 390.00| 6.00000 468.00| 6.00000 468.00 SODDING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-1222707 |(2) 31-0646944 |(3) 34-1154679 |J & J SCHLAEGEL INC |DIAL CONSTRUCTION CO INC |SHAW & HOLTER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 6,214.30| $ 7,481.50| $ 6,979.00 ------+------+------+------SECTION 0003 DRAINAGE | | | 0024 512E67020 277.000 SY | 12.00000 3324.00| 13.00000 3601.00| 10.40000 2880.80 SPECIAL - MEMBRANE WATERPROOFING (SHEET | | | TYPE 2) | | | 0025 512E67502 59.000 SY | 22.00000 1298.00| 22.00000 1298.00| 14.00000 826.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0026 518E21200 10.000 CY | 25.00000 250.00| 60.00000 600.00| 50.00000 500.00 POROUS BACKFILL WITH FILTER FABRIC | | | 0027 602E20001 78.000 CY | 320.00000 24960.00| 340.00000 26520.00| 285.00000 22230.00 CONCRETE MASONRY, AS PER PLAN | | | 0028 603E00400 8.000 LF | 25.00000 200.00| 1.00000 8.00| 23.50000 188.00 4" CONDUIT, TYPE E | | | 0029 603E00900 50.000 LF | 5.00000 250.00| 2.25000 112.50| 3.00000 150.00 6" CONDUIT, TYPE B | | | 0030 603E01400 50.000 LF | 5.00000 250.00| 0.80000 40.00| 2.00000 100.00 6" CONDUIT, TYPE E | | | 0031 603E01500 50.000 LF | 5.00000 250.00| 3.25000 162.50| 4.00000 200.00 6" CONDUIT, TYPE F | | | 0032 603E04900 42.000 LF | 28.00000 1176.00| 6.50000 273.00| 8.00000 336.00 12" CONDUIT, TYPE D | | | 0033 603E06400 67.000 LF | 32.00000 2144.00| 8.80000 589.60| 13.30000 891.10 15" CONDUIT, TYPE D | | | 0034 603E95801 86.000 LF | 650.00000 55900.00| 485.00000 41710.00| 667.00000 57362.00 12' X 6' CONDUIT, TYPE A, 706.05, AS | | | PER PLAN | | | 0035 605E31100 77.000 LF | 5.00000 385.00| 12.00000 924.00| 5.00000 385.00 AGGREGATE DRAIN | | | SECTION TOTALS | $ 90,387.00| $ 75,838.60| $ 86,048.90 ------+------+------+------SECTION 0004 PAVEMENT | | | 0036 301E10002 95.000 CY | 100.00000 9500.00| 80.00000 7600.00| 80.00000 7600.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0037 304E20000 227.000 CY | 34.00000 7718.00| 28.50000 6469.50| 27.00000 6129.00 AGGREGATE BASE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -4 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-1222707 |(2) 31-0646944 |(3) 34-1154679 |J & J SCHLAEGEL INC |DIAL CONSTRUCTION CO INC |SHAW & HOLTER INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0038 402E20000 23.000 CY | 105.00000 2415.00| 130.00000 2990.00| 130.00000 2990.00 ASPHALT CONCRETE, AC-20 | | | 0039 404E20000 16.000 CY | 110.00000 1760.00| 130.00000 2080.00| 130.00000 2080.00 ASPHALT CONCRETE, AC-20 | | | 0040 408E10000 292.000 GAL | 1.75000 511.00| 1.00000 292.00| 1.00000 292.00 BITUMINOUS PRIME COAT | | | 0041 409E12000 2.000 CY | 250.00000 500.00| 90.00000 180.00| 90.00000 180.00 SEAL COAT COVER AGGREGATE, NO. 8 | | | 0042 409E20000 67.000 GAL | 1.50000 100.50| 1.00000 67.00| 1.00000 67.00 SEAL COAT BITUMINOUS MATERIAL | | | SECTION TOTALS | $ 22,504.50| $ 19,678.50| $ 19,338.00 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0043 642E00090 0.160 MILE| 5680.00000 908.80| 4950.00000 792.00| 4950.00000 792.00 EDGE LINE | | | 0044 642E00290 0.080 MILE| 5680.00000 454.40| 4950.00000 396.00| 4950.00000 396.00 CENTER LINE | | | 0045 802E00100 7.000 EACH| 7.00000 49.00| 7.00000 49.00| 5.30000 37.10 BARRIER REFLECTOR, TYPE A | | | SECTION TOTALS | $ 1,412.20| $ 1,237.00| $ 1,225.10 ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0046 301E10002 10.000 CY | 50.00000 500.00| 120.00000 1200.00| 170.00000 1700.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0047 404E20000 100.000 CY | 50.00000 5000.00| 90.00000 9000.00| 90.00000 9000.00 ASPHALT CONCRETE, AC-20 | | | 0048 404E35000 20.000 CY | 50.00000 1000.00| 120.00000 2400.00| 170.00000 3400.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | | 0049 407E10000 290.000 GAL | 0.60000 174.00| 1.00000 290.00| 1.00000 290.00 TACK COAT | | | 0050 614E21400 0.080 MILE| 500.00000 40.00| 2000.00000 160.00| 500.00000 40.00 TEMPORARY CENTER LINE, CLASS II | | | 0051 614E22000 0.160 MILE| 500.00000 80.00| 8000.00000 1280.00| 750.00000 120.00 TEMPORARY EDGE LINE, CLASS I | | | 0052 617E10100 20.000 CY | 15.00000 300.00| 30.00000 600.00| 30.00000 600.00 COMPACTED AGGREGATE, TYPE A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-1678763 |(5) 31-1193721 |(6) 31-0728277 |SANDUSKY BAY CONST CO |SMITH & JOHNSON CONSTRUCTION|MAIDEN & JENKINS CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 600.00000 600.00| 5000.00000 5000.00| 1500.00000 1500.00 CLEARING AND GRUBBING | | | 0002 202E11000 LUMP| 3200.00000 3200.00| 5000.00000 5000.00| 16113.70000 16113.70 STRUCTURE REMOVED | | | 0003 202E35100 58.000 LF | 1.40000 81.20| 5.00000 290.00| 11.00000 638.00 PIPE REMOVED, 24" AND UNDER | | | 0004 202E35200 45.000 LF | 1.50000 67.50| 20.00000 900.00| 13.00000 585.00 PIPE REMOVED, OVER 24" | | | 0005 202E38100 262.500 LF | 1.20000 315.00| 2.00000 525.00| 4.00000 1050.00 GUARDRAIL REMOVED FOR STORAGE | | | 0006 203E12000 1637.000 CY | 5.50000 9003.50| 6.50000 10640.50| 6.50000 10640.50 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0007 203E20000 225.000 CY | 5.00000 1125.00| 4.00000 900.00| 7.00000 1575.00 EMBANKMENT | | | 0008 203E21001 1079.000 CY | 21.00000 22659.00| 14.75000 15915.25| 15.00000 16185.00 EMBANKMENT USING GRANULAR MATERIAL, AS | | | PER PLAN | | | 0009 203E50000 410.000 SY | 1.30000 533.00| 2.00000 820.00| 4.00000 1640.00 SUBGRADE COMPACTION | | | 0010 604E38500 2.000 EACH| 580.00000 1160.00| 250.00000 500.00| 150.00000 300.00 MONUMENT ASSEMBLY | | | 0011 606E13000 475.000 LF | 10.00000 4750.00| 9.00000 4275.00| 8.75000 4156.25 GUARDRAIL, TYPE 5 | | | 0012 606E13011 50.000 LF | 50.00000 2500.00| 60.00000 3000.00| 55.00000 2750.00 GUARDRAIL, TYPE 5 WITH TUBULAR BACKUP, | | | AS PER PLAN | | | 0013 606E26100 2.000 EACH| 2400.00000 4800.00| 3000.00000 6000.00| 2430.00000 4860.00 ANCHOR ASSEMBLY, TYPE E | | | 0014 606E26500 2.000 EACH| 390.00000 780.00| 500.00000 1000.00| 420.00000 840.00 ANCHOR ASSEMBLY, TYPE T | | | 0015 606E35140 4.000 EACH| 450.00000 1800.00| 400.00000 1600.00| 370.00000 1480.00 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | SECTION TOTALS | $ 53,374.20| $ 56,365.75| $ 64,313.45 ------+------+------+------SECTION 0002 EROSION CONTROL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -7 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-1678763 |(5) 31-1193721 |(6) 31-0728277 |SANDUSKY BAY CONST CO |SMITH & JOHNSON CONSTRUCTION|MAIDEN & JENKINS CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0016 207E30000 550.000 LF | 2.00000 1100.00| 2.00000 1100.00| 2.00000 1100.00 FILTER FABRIC FENCE | | | 0017 207E70000 50.000 EACH| 2.50000 125.00| 8.00000 400.00| 6.00000 300.00 STRAW OR HAY BALES | | | 0018 601E32104 58.000 CY | 40.00000 2320.00| 35.00000 2030.00| 40.00000 2320.00 ROCK CHANNEL PROTECTION, TYPE B WITH | | | FABRIC FILTER | | | 0019 601E32200 10.000 CY | 50.00000 500.00| 25.00000 250.00| 20.00000 200.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | | 0020 659E10000 2443.000 SY | 1.00000 2443.00| 0.70000 1710.10| 0.70000 1710.10 SEEDING AND MULCHING | | | 0021 659E20000 0.220 TON | 500.00000 110.00| 350.00000 77.00| 350.00000 77.00 COMMERCIAL FERTILIZER | | | 0022 659E35000 5.000 MGAL| 1.00000 5.00| 10.00000 50.00| 10.00000 50.00 WATER | | | 0023 660E30000 78.000 SY | 6.00000 468.00| 8.00000 624.00| 8.00000 624.00 SODDING | | | SECTION TOTALS | $ 7,071.00| $ 6,241.10| $ 6,381.10 ------+------+------+------SECTION 0003 DRAINAGE | | | 0024 512E67020 277.000 SY | 10.00000 2770.00| 8.90000 2465.30| 12.00000 3324.00 SPECIAL - MEMBRANE WATERPROOFING (SHEET | | | TYPE 2) | | | 0025 512E67502 59.000 SY | 10.50000 619.50| 8.00000 472.00| 16.00000 944.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0026 518E21200 10.000 CY | 80.00000 800.00| 35.00000 350.00| 50.00000 500.00 POROUS BACKFILL WITH FILTER FABRIC | | | 0027 602E20001 78.000 CY | 393.00000 30654.00| 365.00000 28470.00| 350.00000 27300.00 CONCRETE MASONRY, AS PER PLAN | | | 0028 603E00400 8.000 LF | 10.00000 80.00| 10.00000 80.00| 5.00000 40.00 4" CONDUIT, TYPE E | | | 0029 603E00900 50.000 LF | 2.50000 125.00| 10.00000 500.00| 6.00000 300.00 6" CONDUIT, TYPE B | | | 0030 603E01400 50.000 LF | 1.80000 90.00| 2.50000 125.00| 6.00000 300.00 6" CONDUIT, TYPE E | | | 0031 603E01500 50.000 LF | 4.00000 200.00| 10.00000 500.00| 8.00000 400.00 6" CONDUIT, TYPE F | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -8 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-1678763 |(5) 31-1193721 |(6) 31-0728277 |SANDUSKY BAY CONST CO |SMITH & JOHNSON CONSTRUCTION|MAIDEN & JENKINS CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0032 603E04900 42.000 LF | 17.00000 714.00| 20.00000 840.00| 19.00000 798.00 12" CONDUIT, TYPE D | | | 0033 603E06400 67.000 LF | 18.00000 1206.00| 30.00000 2010.00| 20.00000 1340.00 15" CONDUIT, TYPE D | | | 0034 603E95801 86.000 LF | 596.00000 51256.00| 527.00000 45322.00| 650.00000 55900.00 12' X 6' CONDUIT, TYPE A, 706.05, AS | | | PER PLAN | | | 0035 605E31100 77.000 LF | 7.00000 539.00| 5.00000 385.00| 8.00000 616.00 AGGREGATE DRAIN | | | SECTION TOTALS | $ 89,053.50| $ 81,519.30| $ 91,762.00 ------+------+------+------SECTION 0004 PAVEMENT | | | 0036 301E10002 95.000 CY | 100.00000 9500.00| 100.00000 9500.00| 80.00000 7600.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0037 304E20000 227.000 CY | 30.50000 6923.50| 30.00000 6810.00| 37.00000 8399.00 AGGREGATE BASE | | | 0038 402E20000 23.000 CY | 105.00000 2415.00| 105.00000 2415.00| 130.00000 2990.00 ASPHALT CONCRETE, AC-20 | | | 0039 404E20000 16.000 CY | 110.00000 1760.00| 110.00000 1760.00| 130.00000 2080.00 ASPHALT CONCRETE, AC-20 | | | 0040 408E10000 292.000 GAL | 1.75000 511.00| 1.75000 511.00| 1.00000 292.00 BITUMINOUS PRIME COAT | | | 0041 409E12000 2.000 CY | 250.00000 500.00| 250.00000 500.00| 90.00000 180.00 SEAL COAT COVER AGGREGATE, NO. 8 | | | 0042 409E20000 67.000 GAL | 1.50000 100.50| 1.50000 100.50| 1.00000 67.00 SEAL COAT BITUMINOUS MATERIAL | | | SECTION TOTALS | $ 21,710.00| $ 21,596.50| $ 21,608.00 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0043 642E00090 0.160 MILE| 4950.00000 792.00| 5680.00000 908.80| 5680.00000 908.80 EDGE LINE | | | 0044 642E00290 0.080 MILE| 4950.00000 396.00| 5680.00000 454.40| 5680.00000 454.40 CENTER LINE | | | 0045 802E00100 7.000 EACH| 5.00000 35.00| 10.00000 70.00| 5.35000 37.45 BARRIER REFLECTOR, TYPE A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -9 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-1678763 |(5) 31-1193721 |(6) 31-0728277 |SANDUSKY BAY CONST CO |SMITH & JOHNSON CONSTRUCTION|MAIDEN & JENKINS CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 1,223.00| $ 1,433.20| $ 1,400.65 ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0046 301E10002 10.000 CY | 100.00000 1000.00| 100.00000 1000.00| 170.00000 1700.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0047 404E20000 100.000 CY | 110.00000 11000.00| 110.00000 11000.00| 90.00000 9000.00 ASPHALT CONCRETE, AC-20 | | | 0048 404E35000 20.000 CY | 110.00000 2200.00| 110.00000 2200.00| 170.00000 3400.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | | 0049 407E10000 290.000 GAL | 0.60000 174.00| 0.60000 174.00| 1.00000 290.00 TACK COAT | | | 0050 614E21400 0.080 MILE| 100.00000 8.00| 1500.00000 120.00| 710.00000 56.80 TEMPORARY CENTER LINE, CLASS II | | | 0051 614E22000 0.160 MILE| 100.00000 16.00| 1500.00000 240.00| 550.00000 88.00 TEMPORARY EDGE LINE, CLASS I | | | 0052 617E10100 20.000 CY | 20.00000 400.00| 30.00000 600.00| 20.00000 400.00 COMPACTED AGGREGATE, TYPE A | | | 0053 617E25000 1.000 MGAL| 1.00000 1.00| 50.00000 50.00| 10.00000 10.00 WATER | | | 0054 642E00290 1.000 MILE| 800.00000 800.00| 290.00000 290.00| 590.00000 590.00 CENTER LINE | | | SECTION TOTALS | $ 15,599.00| $ 15,674.00| $ 15,534.80 ------+------+------+------SECTION 0007 INCIDENTALS | | | 0055 103E05000 LUMP| 1388.30000 1388.30| 4000.00000 4000.00| 5000.00000 5000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0056 614E11000 LUMP| 1300.00000 1300.00| 3500.00000 3500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0057 619E15000 LUMP| 2900.00000 2900.00| 2500.00000 2500.00| 2500.00000 2500.00 FIELD OFFICE, TYPE A | | | 0058 619E25000 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 3500.00000 3500.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0059 623E10000 LUMP| 500.00000 500.00| 2400.00000 2400.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -10 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(7) 31-0926332 | | |MAYLE TOM & SONS CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 8000.00000 8000.00| | CLEARING AND GRUBBING | | | 0002 202E11000 LUMP| 13000.00000 13000.00| | STRUCTURE REMOVED | | | 0003 202E35100 58.000 LF | 5.00000 290.00| | PIPE REMOVED, 24" AND UNDER | | | 0004 202E35200 45.000 LF | 7.00000 315.00| | PIPE REMOVED, OVER 24" | | | 0005 202E38100 262.500 LF | 1.25000 328.12| | GUARDRAIL REMOVED FOR STORAGE | | | 0006 203E12000 1637.000 CY | 3.40000 5565.80| | EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0007 203E20000 225.000 CY | 8.00000 1800.00| | EMBANKMENT | | | 0008 203E21001 1079.000 CY | 19.90000 21472.10| | EMBANKMENT USING GRANULAR MATERIAL, AS | | | PER PLAN | | | 0009 203E50000 410.000 SY | 3.00000 1230.00| | SUBGRADE COMPACTION | | | 0010 604E38500 2.000 EACH| 105.00000 210.00| | MONUMENT ASSEMBLY | | | 0011 606E13000 475.000 LF | 13.00000 6175.00| | GUARDRAIL, TYPE 5 | | | 0012 606E13011 50.000 LF | 50.00000 2500.00| | GUARDRAIL, TYPE 5 WITH TUBULAR BACKUP, | | | AS PER PLAN | | | 0013 606E26100 2.000 EACH| 2600.00000 5200.00| | ANCHOR ASSEMBLY, TYPE E | | | 0014 606E26500 2.000 EACH| 430.00000 860.00| | ANCHOR ASSEMBLY, TYPE T | | | 0015 606E35140 4.000 EACH| 500.00000 2000.00| | BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | SECTION TOTALS | $ 68,946.02| | ------+------+------+------SECTION 0002 EROSION CONTROL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -12 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(7) 31-0926332 | | |MAYLE TOM & SONS CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0016 207E30000 550.000 LF | 1.00000 550.00| | FILTER FABRIC FENCE | | | 0017 207E70000 50.000 EACH| 1.00000 50.00| | STRAW OR HAY BALES | | | 0018 601E32104 58.000 CY | 38.00000 2204.00| | ROCK CHANNEL PROTECTION, TYPE B WITH | | | FABRIC FILTER | | | 0019 601E32200 10.000 CY | 38.00000 380.00| | ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | | 0020 659E10000 2443.000 SY | 1.00000 2443.00| | SEEDING AND MULCHING | | | 0021 659E20000 0.220 TON | 600.00000 132.00| | COMMERCIAL FERTILIZER | | | 0022 659E35000 5.000 MGAL| 1.00000 5.00| | WATER | | | 0023 660E30000 78.000 SY | 6.35000 495.30| | SODDING | | | SECTION TOTALS | $ 6,259.30| | ------+------+------+------SECTION 0003 DRAINAGE | | | 0024 512E67020 277.000 SY | 13.30000 3684.10| | SPECIAL - MEMBRANE WATERPROOFING (SHEET | | | TYPE 2) | | | 0025 512E67502 59.000 SY | 10.00000 590.00| | SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0026 518E21200 10.000 CY | 26.00000 260.00| | POROUS BACKFILL WITH FILTER FABRIC | | | 0027 602E20001 78.000 CY | 335.00000 26130.00| | CONCRETE MASONRY, AS PER PLAN | | | 0028 603E00400 8.000 LF | 40.00000 320.00| | 4" CONDUIT, TYPE E | | | 0029 603E00900 50.000 LF | 5.00000 250.00| | 6" CONDUIT, TYPE B | | | 0030 603E01400 50.000 LF | 5.00000 250.00| | 6" CONDUIT, TYPE E | | | 0031 603E01500 50.000 LF | 5.00000 250.00| | 6" CONDUIT, TYPE F | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -13 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(7) 31-0926332 | | |MAYLE TOM & SONS CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0032 603E04900 42.000 LF | 26.50000 1113.00| | 12" CONDUIT, TYPE D | | | 0033 603E06400 67.000 LF | 29.60000 1983.20| | 15" CONDUIT, TYPE D | | | 0034 603E95801 86.000 LF | 630.00000 54180.00| | 12' X 6' CONDUIT, TYPE A, 706.05, AS | | | PER PLAN | | | 0035 605E31100 77.000 LF | 9.00000 693.00| | AGGREGATE DRAIN | | | SECTION TOTALS | $ 89,703.30| | ------+------+------+------SECTION 0004 PAVEMENT | | | 0036 301E10002 95.000 CY | 110.00000 10450.00| | BITUMINOUS AGGREGATE BASE, AC-20 | | | 0037 304E20000 227.000 CY | 30.00000 6810.00| | AGGREGATE BASE | | | 0038 402E20000 23.000 CY | 120.00000 2760.00| | ASPHALT CONCRETE, AC-20 | | | 0039 404E20000 16.000 CY | 120.00000 1920.00| | ASPHALT CONCRETE, AC-20 | | | 0040 408E10000 292.000 GAL | 2.80000 817.60| | BITUMINOUS PRIME COAT | | | 0041 409E12000 2.000 CY | 270.00000 540.00| | SEAL COAT COVER AGGREGATE, NO. 8 | | | 0042 409E20000 67.000 GAL | 5.00000 335.00| | SEAL COAT BITUMINOUS MATERIAL | | | SECTION TOTALS | $ 23,632.60| | ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0043 642E00090 0.160 MILE| 6300.00000 1008.00| | EDGE LINE | | | 0044 642E00290 0.080 MILE| 6300.00000 504.00| | CENTER LINE | | | 0045 802E00100 7.000 EACH| 9.00000 63.00| | BARRIER REFLECTOR, TYPE A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -14 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(7) 31-0926332 | | |MAYLE TOM & SONS CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 1,575.00| | ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0046 301E10002 10.000 CY | 122.00000 1220.00| | BITUMINOUS AGGREGATE BASE, AC-20 | | | 0047 404E20000 100.000 CY | 122.00000 12200.00| | ASPHALT CONCRETE, AC-20 | | | 0048 404E35000 20.000 CY | 115.00000 2300.00| | BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | | 0049 407E10000 290.000 GAL | 2.25000 652.50| | TACK COAT | | | 0050 614E21400 0.080 MILE| 1000.00000 80.00| | TEMPORARY CENTER LINE, CLASS II | | | 0051 614E22000 0.160 MILE| 500.00000 80.00| | TEMPORARY EDGE LINE, CLASS I | | | 0052 617E10100 20.000 CY | 19.00000 380.00| | COMPACTED AGGREGATE, TYPE A | | | 0053 617E25000 1.000 MGAL| 1.00000 1.00| | WATER | | | 0054 642E00290 1.000 MILE| 360.00000 360.00| | CENTER LINE | | | SECTION TOTALS | $ 17,273.50| | ------+------+------+------SECTION 0007 INCIDENTALS | | | 0055 103E05000 LUMP| 5200.00000 5200.00| | PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0056 614E11000 LUMP| 18000.00000 18000.00| | MAINTAINING TRAFFIC | | | 0057 619E15000 LUMP| 9300.00000 9300.00| | FIELD OFFICE, TYPE A | | | 0058 619E25000 LUMP| 3800.00000 3800.00| | SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0059 623E10000 LUMP| 8000.00000 8000.00| | CONSTRUCTION LAYOUT STAKES | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 005 -15 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950232 AWARDED VENDOR NUMBER : 31-1222707 CALL ORDER : 005 CONTRACT ID : CUNI8995 COUNTIES : UNION LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(7) 31-0926332 | | |MAYLE TOM & SONS CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0060 624E10000 LUMP| 8000.00000 8000.00| | MOBILIZATION | | | SECTION TOTALS | $ 52,300.00| | ------+------+------+------CONTRACT TOTALS | $ 259,689.72| | ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 006 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950233 AWARDED VENDOR NUMBER : 34-1603251 CALL ORDER : 006 CONTRACT ID : CWAY13057 COUNTIES : WAYNE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/31/95 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : STP-4E00(4) FOR IMPROVING COUNTY ROAD 30A-0.93(PITTSBURGH AVENUE) IN THE CITY OF WOOSTER, WOOSTER TOWNSHIP, WAYNE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING, PAVING WITH ASPHALT CONCRETE OVER BITUMINOUS AGGREGATE BASE IN PART AND PAVING WITH REINFORCED CONCRETE IN PART; AND BY REHABILITATING BRIDGE NO. WAY-C.R.30A-0093, A SINGLE SPAN, EARTH FILLED REINFORCED CONCRETE BARREL ARCH, (SPAN: 80'-0"; ROADWAY: 44'-0" TOE/TOE OF PARAPETS), OVER APPLE CREEK.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1603251 BECDIR CONSTRUCTION COMPANY (INC) $ 455,701.15 100.0000% 2 34-1536761 TRIPLE "A" BRIDGE CONSTRUCTION CO INC $ 464,448.25 101.9194% 3 34-1397520 ANDRELL INC P O BOX 80611 STATION C $ 599,472.30 131.5494% ======|(1) 34-1603251 |(2) 34-1536761 |(3) 34-1397520 |BECDIR CONSTRUCTION COMPANY |TRIPLE "A" BRIDGE CONSTRUCTI|ANDRELL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 10000.00000 10000.00| 1850.00000 1850.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0002 202E23500 277.000 SY | 8.70000 2409.90| 4.75000 1315.75| 1.25000 346.25 WEARING COURSE REMOVED | | | 0003 202E35100 160.000 LF | 6.00000 960.00| 7.80000 1248.00| 7.00000 1120.00 PIPE REMOVED, 24" AND UNDER | | | 0004 202E38000 326.000 LF | 1.00000 326.00| 1.00000 326.00| 0.75000 244.50 GUARDRAIL REMOVED | | | 0005 202E58100 1.000 EACH| 1250.00000 1250.00| 310.00000 310.00| 155.00000 155.00 CATCH BASIN REMOVED | | | 0006 203E12000 463.000 CY | 8.00000 3704.00| 13.25000 6134.75| 8.50000 3935.50 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0007 203E20000 75.000 CY | 10.00000 750.00| 24.50000 1837.50| 9.90000 742.50 EMBANKMENT | | | 0008 203E50000 1131.000 SY | 2.00000 2262.00| 1.10000 1244.10| 1.75000 1979.25 SUBGRADE COMPACTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 006 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950233 AWARDED VENDOR NUMBER : 34-1603251 CALL ORDER : 006 CONTRACT ID : CWAY13057 COUNTIES : WAYNE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 03

SET-ASIDE :

======|(1) 34-1603251 |(2) 34-1536761 |(3) 34-1397520 |BECDIR CONSTRUCTION COMPANY |TRIPLE "A" BRIDGE CONSTRUCTI|ANDRELL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0009 606E13000 362.500 LF | 11.00000 3987.50| 13.20000 4785.00| 15.45000 5600.63 GUARDRAIL, TYPE 5 | | | 0010 606E26500 2.000 EACH| 500.00000 1000.00| 440.00000 880.00| 510.00000 1020.00 ANCHOR ASSEMBLY, TYPE T | | | 0011 606E35000 4.000 EACH| 1000.00000 4000.00| 960.00000 3840.00| 760.00000 3040.00 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | | SECTION TOTALS | $ 30,649.40| $ 23,771.10| $ 23,183.63 ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0012 207E30000 200.000 LF | 2.00000 400.00| 4.00000 800.00| 2.21000 442.00 FILTER FABRIC FENCE | | | 0013 207E70000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 4.00000 200.00 STRAW OR HAY BALES | | | 0014 601E20000 4.000 SY | 50.00000 200.00| 60.00000 240.00| 18.00000 72.00 CRUSHED AGGREGATE SLOPE PROTECTION | | | 0015 601E32204 7.000 CY | 75.00000 525.00| 105.00000 735.00| 120.00000 840.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FABRIC FILTER | | | 0016 659E10000 611.000 SY | 2.00000 1222.00| 2.00000 1222.00| 0.25000 152.75 SEEDING AND MULCHING | | | 0017 659E20000 0.050 TON | 700.00000 35.00| 720.00000 36.00| 110.00000 5.50 COMMERCIAL FERTILIZER | | | 0018 659E35000 2.000 MGAL| 1.00000 2.00| 1.00000 2.00| 4.50000 9.00 WATER | | | SECTION TOTALS | $ 2,634.00| $ 3,285.00| $ 1,721.25 ------+------+------+------SECTION 0003 DRAINAGE | | | 0019 602E20000 0.700 CY | 1200.00000 840.00| 1600.00000 1120.00| 1000.00000 700.00 CONCRETE MASONRY | | | 0020 603E04400 98.000 LF | 39.00000 3822.00| 38.10000 3733.80| 48.00000 4704.00 12" CONDUIT, TYPE B | | | 0021 603E04600 12.000 LF | 43.00000 516.00| 24.80000 297.60| 45.00000 540.00 12" CONDUIT, TYPE C | | | 0022 603E07400 48.000 LF | 50.00000 2400.00| 30.75000 1476.00| 55.00000 2640.00 18" CONDUIT, TYPE B | | | 0023 603E10600 42.000 LF | 61.00000 2562.00| 44.00000 1848.00| 52.00000 2184.00 24" CONDUIT, TYPE C | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 006 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950233 AWARDED VENDOR NUMBER : 34-1603251 CALL ORDER : 006 CONTRACT ID : CWAY13057 COUNTIES : WAYNE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 03

SET-ASIDE :

======|(1) 34-1603251 |(2) 34-1536761 |(3) 34-1397520 |BECDIR CONSTRUCTION COMPANY |TRIPLE "A" BRIDGE CONSTRUCTI|ANDRELL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0024 604E00800 4.000 EACH| 1200.00000 4800.00| 1690.00000 6760.00| 1452.00000 5808.00 CATCH BASIN, NO. 3A | | | 0025 604E04900 1.000 EACH| 1300.00000 1300.00| 1060.00000 1060.00| 970.00000 970.00 CATCH BASIN, NO. 2-3 | | | 0026 605E31100 31.000 LF | 7.00000 217.00| 12.40000 384.40| 7.50000 232.50 AGGREGATE DRAIN | | | SECTION TOTALS | $ 16,457.00| $ 16,679.80| $ 17,778.50 ------+------+------+------SECTION 0004 PAVEMENT | | | 0027 301E10002 208.000 CY | 95.00000 19760.00| 69.40000 14435.20| 52.00000 10816.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0028 304E20000 217.000 CY | 30.00000 6510.00| 38.10000 8267.70| 21.00000 4557.00 AGGREGATE BASE | | | 0029 402E20000 40.000 CY | 95.00000 3800.00| 92.70000 3708.00| 145.00000 5800.00 ASPHALT CONCRETE, AC-20 | | | 0030 404E20000 39.000 CY | 95.00000 3705.00| 94.20000 3673.80| 145.00000 5655.00 ASPHALT CONCRETE, AC-20 | | | 0031 407E10000 28.000 GAL | 8.00000 224.00| 0.50000 14.00| 0.54000 15.12 TACK COAT | | | 0032 408E10000 333.000 GAL | 2.00000 666.00| 0.70000 233.10| 1.00000 333.00 BITUMINOUS PRIME COAT | | | 0033 451E15000 315.000 SY | 48.00000 15120.00| 60.75000 19136.25| 51.75000 16301.25 10" REINFORCED CONCRETE PAVEMENT | | | 0034 609E24000 126.000 LF | 10.00000 1260.00| 16.50000 2079.00| 7.95000 1001.70 CURB, TYPE 4-A | | | 0035 609E26000 120.000 LF | 15.00000 1800.00| 22.50000 2700.00| 9.95000 1194.00 CURB, TYPE 6 | | | SECTION TOTALS | $ 52,845.00| $ 54,247.05| $ 45,673.07 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0036 630E03100 40.000 LF | 7.00000 280.00| 6.00000 240.00| 2.50000 100.00 GROUND MOUNTED SUPPORT, NO. 3 POST | | | 0037 630E04100 31.000 LF | 8.00000 248.00| 7.00000 217.00| 6.10000 189.10 GROUND MOUNTED SUPPORT, NO. 4 POST | | | 0038 630E80102 9.000 SF | 20.00000 180.00| 22.00000 198.00| 13.10000 117.90 SIGN, FLAT SHEET, TYPE G | | | 0039 630E85100 5.000 EACH| 30.00000 150.00| 40.00000 200.00| 15.00000 75.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | REERECTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 006 -4 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950233 AWARDED VENDOR NUMBER : 34-1603251 CALL ORDER : 006 CONTRACT ID : CWAY13057 COUNTIES : WAYNE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 03

SET-ASIDE :

======|(1) 34-1603251 |(2) 34-1536761 |(3) 34-1397520 |BECDIR CONSTRUCTION COMPANY |TRIPLE "A" BRIDGE CONSTRUCTI|ANDRELL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0040 630E86002 3.000 EACH| 10.00000 30.00| 10.00000 30.00| 7.00000 21.00 REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND DISPOSAL | | | 0041 642E00102 0.160 MILE| 2500.00000 400.00| 3000.00000 480.00| 620.00000 99.20 EDGE LINE, TYPE 2 | | | 0042 642E00302 0.150 MILE| 2500.00000 375.00| 3000.00000 450.00| 1450.00000 217.50 CENTER LINE, TYPE 2 | | | 0043 642E00702 680.000 LF | 1.50000 1020.00| 2.00000 1360.00| 1.50000 1020.00 TRANSVERSE LINE, TYPE 2 | | | 0044 642E00902 57.000 SF | 1.00000 57.00| 1.50000 85.50| 1.85000 105.45 ISLAND MARKING, TYPE 2 | | | 0045 802E00100 6.000 EACH| 7.00000 42.00| 6.00000 36.00| 5.92000 35.52 BARRIER REFLECTOR, TYPE A | | | 0046 802E00200 2.000 EACH| 7.00000 14.00| 6.50000 13.00| 5.50000 11.00 BARRIER REFLECTOR, TYPE B | | | SECTION TOTALS | $ 2,796.00| $ 3,309.50| $ 1,991.67 ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0047 404E35000 10.000 CY | 150.00000 1500.00| 50.00000 500.00| 75.00000 750.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | | 0048 410E12000 10.000 CY | 20.00000 200.00| 40.00000 400.00| 25.00000 250.00 TRAFFIC COMPACTED SURFACE, TYPE A OR B | | | 0049 614E12800 735.000 EACH| 2.70000 1984.50| 3.35000 2462.25| 4.55000 3344.25 TEMPORARY RAISED PAVEMENT MARKER | | | 0050 614E13202 20.000 EACH| 7.00000 140.00| 4.50000 90.00| 8.90000 178.00 BARRIER REFLECTOR, TYPE A2 | | | 0051 614E13302 51.000 EACH| 6.00000 306.00| 4.65000 237.15| 8.50000 433.50 BARRIER REFLECTOR, TYPE B2 | | | 0052 614E13350 86.000 EACH| 15.00000 1290.00| 14.50000 1247.00| 30.00000 2580.00 OBJECT MARKER | | | 0053 614E21300 0.060 MILE| 5000.00000 300.00| 15000.00000 900.00| 1500.00000 90.00 TEMPORARY CENTER LINE, CLASS I, 740.05, | | | TYPE C | | | 0054 614E21400 0.300 MILE| 200.00000 60.00| 2000.00000 600.00| 1200.00000 360.00 TEMPORARY CENTER LINE, CLASS II | | | 0055 614E22000 0.040 MILE| 5000.00000 200.00| 2000.00000 80.00| 6000.00000 240.00 TEMPORARY EDGE LINE, CLASS I | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 006 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950233 AWARDED VENDOR NUMBER : 34-1603251 CALL ORDER : 006 CONTRACT ID : CWAY13057 COUNTIES : WAYNE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 03

SET-ASIDE :

======|(1) 34-1603251 |(2) 34-1536761 |(3) 34-1397520 |BECDIR CONSTRUCTION COMPANY |TRIPLE "A" BRIDGE CONSTRUCTI|ANDRELL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0056 614E26600 37.000 LF | 9.00000 333.00| 7.00000 259.00| 5.00000 185.00 TEMPORARY STOP LINE, CLASS I, 740.05, | | | TYPE C | | | 0057 615E25000 12.000 SY | 75.00000 900.00| 128.00000 1536.00| 50.00000 600.00 TEMPORARY PAVEMENT, CLASS B | | | 0058 616E10000 10.000 MGAL| 1.00000 10.00| 1.00000 10.00| 4.50000 45.00 WATER | | | 0059 616E20000 1.000 TON | 100.00000 100.00| 100.00000 100.00| 150.00000 150.00 CALCIUM CHLORIDE | | | 0060 622E40020 770.000 LF | 11.00000 8470.00| 13.25000 10202.50| 21.00000 16170.00 PORTABLE CONCRETE BARRIER, 32" | | | 0061 622E40040 300.000 LF | 13.00000 3900.00| 13.25000 3975.00| 25.00000 7500.00 PORTABLE CONCRETE BARRIER, 32", BRIDGE | | | MOUNTED | | | SECTION TOTALS | $ 19,693.50| $ 22,598.90| $ 32,875.75 ------+------+------+------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. WAY-CR30A-0093 | | | 0062 202E11201 LUMP| 45000.00000 45000.00| 80000.00000 80000.00| 75000.00000 75000.00 PORTIONS OF STRUCTURE REMOVED, AS PER | | | PLAN | | | 0063 202E23500 689.000 SY | 5.00000 3445.00| 17.00000 11713.00| 3.25000 2239.25 WEARING COURSE REMOVED | | | 0064 503E11100 LUMP| 5000.00000 5000.00| 17000.00000 17000.00| 24400.00000 24400.00 COFFERDAMS, CRIBS AND SHEETING | | | 0065 503E21100 161.000 CY | 20.00000 3220.00| 53.00000 8533.00| 35.10000 5651.10 UNCLASSIFIED EXCAVATION | | | 0066 509E15824 38625.000 LB | 0.65000 25106.25| 0.67000 25878.75| 0.65000 25106.25 EPOXY COATED REINFORCING STEEL, GRADE | | | 60 | | | 0067 510E11100 48.000 EACH| 20.00000 960.00| 24.50000 1176.00| 18.20000 873.60 DOWEL HOLE WITH NONSHRINK, NONMETALLIC | | | GROUT | | | 0068 511E34450 347.000 CY | 250.00000 86750.00| 262.00000 90914.00| 350.00000 121450.00 CLASS S CONCRETE, MISC.: SLAB ON GRADE | | | AND RAILINGS | | | 0069 511E51100 11.000 CY | 650.00000 7150.00| 410.00000 4510.00| 600.00000 6600.00 CLASS C CONCRETE, MISC.: RETAINING WALL | | | REPAIR | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 006 -6 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950233 AWARDED VENDOR NUMBER : 34-1603251 CALL ORDER : 006 CONTRACT ID : CWAY13057 COUNTIES : WAYNE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 03

SET-ASIDE :

======|(1) 34-1603251 |(2) 34-1536761 |(3) 34-1397520 |BECDIR CONSTRUCTION COMPANY |TRIPLE "A" BRIDGE CONSTRUCTI|ANDRELL INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0070 512E67502 1079.000 SY | 7.00000 7553.00| 6.25000 6743.75| 8.06000 8696.74 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | 0071 516E13200 476.000 SF | 1.50000 714.00| 1.90000 904.40| 3.14000 1494.64 1/2" PREFORMED EXPANSION JOINT FILLER | | | 0072 518E21200 19.000 CY | 100.00000 1900.00| 150.00000 2850.00| 58.75000 1116.25 POROUS BACKFILL WITH FILTER FABRIC | | | 0073 518E40001 44.000 LF | 7.00000 308.00| 11.50000 506.00| 9.65000 424.60 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | | 0074 518E40011 24.000 LF | 8.00000 192.00| 17.00000 408.00| 79.00000 1896.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | | 0075 519E11101 1748.000 SF | 49.00000 85652.00| 10.00000 17480.00| 55.00000 96140.00 PATCHING CONCRETE STRUCTURE, AS PER | | | PLAN | | | 0076 519E12600 248.000 LF | 37.00000 9176.00| 30.00000 7440.00| 45.00000 11160.00 SPECIAL - CONCRETE REPAIR BY EPOXY | | | INJECTION | | | SECTION TOTALS | $ 282,126.25| $ 276,056.90| $ 382,248.43 ------+------+------+------SECTION 0008 INCIDENTALS | | | 0077 103E05000 LUMP| 19000.00000 19000.00| 26000.00000 26000.00| 15000.00000 15000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0078 614E11000 LUMP| 14000.00000 14000.00| 10000.00000 10000.00| 36000.00000 36000.00 MAINTAINING TRAFFIC | | | 0079 619E15000 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 12000.00000 12000.00 FIELD OFFICE, TYPE A | | | 0080 619E25000 LUMP| 500.00000 500.00| 1500.00000 1500.00| 5000.00000 5000.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0081 623E10000 LUMP| 500.00000 500.00| 2000.00000 2000.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKES | | | 0082 624E10000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION | | | SECTION TOTALS | $ 48,500.00| $ 64,500.00| $ 94,000.00 ------+------+------+------CONTRACT TOTALS | $ 455,701.15| $ 464,448.25| $ 599,472.30 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 007 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950234 AWARDED VENDOR NUMBER : 34-1089291 CALL ORDER : 007 CONTRACT ID : CWYA15092 COUNTIES : WYANDOT LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01 CONTRACT TIME : 08/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NH-49(89) FOR IMPROVING SECTION WYA-30-11.04, U.S. ROUTE 30 IN SALEM TOWNSHIP, WYANDOT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY SLIP REPAIR.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1089291 NORTHWOOD STONE & ASPHALT INC $ 203,497.57 100.0000% 2 31-1193721 SMITH & JOHNSON CONSTRUCTION CO (INC) $ 213,126.03 104.7314% 3 34-4272670 JOHNSON S E COMPANIES INC PO BOX 29 A $ 223,565.35 109.8614% 4 34-1556319 JUTTE EXCAVATING, INC. $ 243,178.07 119.4992% 5 34-1579195 JOHNSON & HUGHES EXCAVATING INC $ 262,773.35 129.1284% ======|(1) 34-1089291 |(2) 31-1193721 |(3) 34-4272670 |NORTHWOOD STONE & ASPHALT IN|SMITH & JOHNSON CONSTRUCTION|JOHNSON S E COMPANIES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 1182.98000 1182.98| 4500.00000 4500.00| 7500.00000 7500.00 CLEARING AND GRUBBING | | | 0002 202E38200 612.500 LF | 1.31000 802.38| 2.00000 1225.00| 1.00000 612.50 GUARDRAIL REMOVED FOR REUSE | | | 0003 203E12000 2926.000 CY | 3.05000 8924.30| 2.00000 5852.00| 3.00000 8778.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0004 203E20000 14835.000 CY | 9.02000 133811.70| 9.00000 133515.00| 10.12000 150130.20 EMBANKMENT | | | 0005 203E50000 406.000 SY | 0.61000 247.66| 2.00000 812.00| 3.00000 1218.00 SUBGRADE COMPACTION | | | 0006 606E16501 612.500 LF | 13.87000 8495.38| 8.00000 4900.00| 6.90000 4226.25 GUARDRAIL REBUILT, TYPE 5, AS PER PLAN | | | SECTION TOTALS | $ 153,464.40| $ 150,804.00| $ 172,464.95 ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0007 207E10000 1712.000 SY | 0.20000 342.40| 0.15000 256.80| 0.09000 154.08 TEMPORARY SEEDING AND MULCHING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 007 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950234 AWARDED VENDOR NUMBER : 34-1089291 CALL ORDER : 007 CONTRACT ID : CWYA15092 COUNTIES : WYANDOT LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(1) 34-1089291 |(2) 31-1193721 |(3) 34-4272670 |NORTHWOOD STONE & ASPHALT IN|SMITH & JOHNSON CONSTRUCTION|JOHNSON S E COMPANIES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0008 207E30000 600.000 LF | 1.29000 774.00| 2.00000 1200.00| 0.70000 420.00 FILTER FABRIC FENCE | | | 0009 207E40000 60.000 LF | 16.30000 978.00| 1.00000 60.00| 4.00000 240.00 TEMPORARY SLOPE DRAIN | | | 0010 207E50000 67.000 CY | 22.91000 1534.97| 2.00000 134.00| 1.50000 100.50 TEMPORARY BENCHES, DAMS AND SEDIMENT | | | BASINS | | | 0011 207E70000 50.000 EACH| 3.97000 198.50| 6.00000 300.00| 4.50000 225.00 STRAW OR HAY BALES | | | 0012 659E14000 428.000 SY | 0.13000 55.64| 0.10000 42.80| 0.09000 38.52 REPAIR SEEDING AND MULCHING | | | 0013 659E20000 0.850 TON | 418.64000 355.84| 320.00000 272.00| 400.00000 340.00 COMMERCIAL FERTILIZER | | | 0014 659E35000 22.000 MGAL| 10.00000 220.00| 10.00000 220.00| 5.00000 110.00 WATER | | | 0015 660E30000 167.000 SY | 6.54000 1092.18| 5.00000 835.00| 4.50000 751.50 SODDING | | | 0016 670E41000 8558.000 SY | 1.57000 13436.06| 1.20000 10269.60| 1.60000 13692.80 SLOPE EROSION PROTECTION | | | SECTION TOTALS | $ 18,987.59| $ 13,590.20| $ 16,072.40 ------+------+------+------SECTION 0003 DRAINAGE | | | 0017 603E01500 150.000 LF | 7.94000 1191.00| 10.00000 1500.00| 5.00000 750.00 6" CONDUIT, TYPE F , 707.17 | | | NON-PERFORATED ASTM D3034 SDR35, SS931 | | | OR SS944 | | | 0018 604E36600 2.000 EACH| 135.42000 270.84| 100.00000 200.00| 120.00000 240.00 SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | | SECTION TOTALS | $ 1,461.84| $ 1,700.00| $ 990.00 ------+------+------+------SECTION 0004 PAVEMENT | | | 0019 301E10002 110.000 CY | 63.37000 6970.70| 62.00000 6820.00| 55.00000 6050.00 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0020 304E20000 79.000 CY | 27.50000 2172.50| 35.00000 2765.00| 30.00000 2370.00 AGGREGATE BASE | | | 0021 402E20000 14.000 CY | 99.72000 1396.08| 90.00000 1260.00| 90.00000 1260.00 ASPHALT CONCRETE, AC-20 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 007 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950234 AWARDED VENDOR NUMBER : 34-1089291 CALL ORDER : 007 CONTRACT ID : CWYA15092 COUNTIES : WYANDOT LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(1) 34-1089291 |(2) 31-1193721 |(3) 34-4272670 |NORTHWOOD STONE & ASPHALT IN|SMITH & JOHNSON CONSTRUCTION|JOHNSON S E COMPANIES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0022 404E20000 20.000 CY | 81.43000 1628.60| 90.00000 1800.00| 75.00000 1500.00 ASPHALT CONCRETE, AC-20 | | | 0023 408E10000 176.000 GAL | 2.15000 378.40| 1.00000 176.00| 1.50000 264.00 BITUMINOUS PRIME COAT | | | SECTION TOTALS | $ 12,546.28| $ 12,821.00| $ 11,444.00 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0024 642E00090 0.110 MILE| 1155.55000 127.11| 8553.00000 940.83| 8200.00000 902.00 EDGE LINE | | | 0025 802E00100 7.000 EACH| 6.54000 45.78| 10.00000 70.00| 6.00000 42.00 BARRIER REFLECTOR, TYPE A | | | SECTION TOTALS | $ 172.89| $ 1,010.83| $ 944.00 ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0026 616E10000 20.000 MGAL| 1.00000 20.00| 10.00000 200.00| 50.00000 1000.00 WATER | | | 0027 616E20000 2.000 TON | 100.00000 200.00| 250.00000 500.00| 225.00000 450.00 CALCIUM CHLORIDE | | | SECTION TOTALS | $ 220.00| $ 700.00| $ 1,450.00 ------+------+------+------SECTION 0007 INCIDENTALS | | | 0028 103E05000 LUMP| 1373.67000 1373.67| 10000.00000 10000.00| 1500.00000 1500.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0029 614E11000 LUMP| 2569.56000 2569.56| 2500.00000 2500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0030 619E15000 LUMP| 3361.65000 3361.65| 6200.00000 6200.00| 2000.00000 2000.00 FIELD OFFICE, TYPE A | | | 0031 619E25000 LUMP| 864.38000 864.38| 2000.00000 2000.00| 2200.00000 2200.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0032 623E10000 LUMP| 5649.47000 5649.47| 1800.00000 1800.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKES | | | 0033 624E10000 LUMP| 2825.84000 2825.84| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | SECTION TOTALS | $ 16,644.57| $ 32,500.00| $ 20,200.00 ------+------+------+------CONTRACT TOTALS | $ 203,497.57| $ 213,126.03| $ 223,565.35 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 007 -4 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950234 AWARDED VENDOR NUMBER : 34-1089291 CALL ORDER : 007 CONTRACT ID : CWYA15092 COUNTIES : WYANDOT LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-1556319 |(5) 34-1579195 | |JUTTE EXCAVATING |JOHNSON & HUGHES EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 1000.00000 1000.00| 500.00000 500.00| CLEARING AND GRUBBING | | | 0002 202E38200 612.500 LF | 1.00000 612.50| 1.50000 918.75| GUARDRAIL REMOVED FOR REUSE | | | 0003 203E12000 2926.000 CY | 10.70000 31308.20| 2.75000 8046.50| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0004 203E20000 14835.000 CY | 10.70000 158734.50| 12.00000 178020.00| EMBANKMENT | | | 0005 203E50000 406.000 SY | 1.00000 406.00| 1.25000 507.50| SUBGRADE COMPACTION | | | 0006 606E16501 612.500 LF | 10.60000 6492.50| 11.00000 6737.50| GUARDRAIL REBUILT, TYPE 5, AS PER PLAN | | | SECTION TOTALS | $ 198,553.70| $ 194,730.25| ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0007 207E10000 1712.000 SY | 0.01000 17.12| 0.15000 256.80| TEMPORARY SEEDING AND MULCHING | | | 0008 207E30000 600.000 LF | 1.00000 600.00| 0.75000 450.00| FILTER FABRIC FENCE | | | 0009 207E40000 60.000 LF | 2.00000 120.00| 3.00000 180.00| TEMPORARY SLOPE DRAIN | | | 0010 207E50000 67.000 CY | 10.00000 670.00| 5.00000 335.00| TEMPORARY BENCHES, DAMS AND SEDIMENT | | | BASINS | | | 0011 207E70000 50.000 EACH| 2.00000 100.00| 5.00000 250.00| STRAW OR HAY BALES | | | 0012 659E14000 428.000 SY | 0.01000 4.28| 0.20000 85.60| REPAIR SEEDING AND MULCHING | | | 0013 659E20000 0.850 TON | 500.00000 425.00| 350.00000 297.50| COMMERCIAL FERTILIZER | | | 0014 659E35000 22.000 MGAL| 20.00000 440.00| 1.50000 33.00| WATER | | | 0015 660E30000 167.000 SY | 8.00000 1336.00| 6.00000 1002.00| SODDING | | | 0016 670E41000 8558.000 SY | 1.35000 11553.30| 1.90000 16260.20| SLOPE EROSION PROTECTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 007 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950234 AWARDED VENDOR NUMBER : 34-1089291 CALL ORDER : 007 CONTRACT ID : CWYA15092 COUNTIES : WYANDOT LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

======|(4) 34-1556319 |(5) 34-1579195 | |JUTTE EXCAVATING |JOHNSON & HUGHES EXCAVATING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 15,265.70| $ 19,150.10| ------+------+------+------SECTION 0003 DRAINAGE | | | 0017 603E01500 150.000 LF | 7.00000 1050.00| 5.50000 825.00| 6" CONDUIT, TYPE F , 707.17 | | | NON-PERFORATED ASTM D3034 SDR35, SS931 | | | OR SS944 | | | 0018 604E36600 2.000 EACH| 150.00000 300.00| 225.00000 450.00| SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | | SECTION TOTALS | $ 1,350.00| $ 1,275.00| ------+------+------+------SECTION 0004 PAVEMENT | | | 0019 301E10002 110.000 CY | 61.74000 6791.40| 100.00000 11000.00| BITUMINOUS AGGREGATE BASE, AC-20 | | | 0020 304E20000 79.000 CY | 20.00000 1580.00| 25.00000 1975.00| AGGREGATE BASE | | | 0021 402E20000 14.000 CY | 105.36000 1475.04| 100.00000 1400.00| ASPHALT CONCRETE, AC-20 | | | 0022 404E20000 20.000 CY | 90.72000 1814.40| 100.00000 2000.00| ASPHALT CONCRETE, AC-20 | | | 0023 408E10000 176.000 GAL | 0.75000 132.00| 1.00000 176.00| BITUMINOUS PRIME COAT | | | SECTION TOTALS | $ 11,792.84| $ 16,551.00| ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0024 642E00090 0.110 MILE| 8553.00000 940.83| 8750.00000 962.50| EDGE LINE | | | 0025 802E00100 7.000 EACH| 5.00000 35.00| 5.50000 38.50| BARRIER REFLECTOR, TYPE A | | | SECTION TOTALS | $ 975.83| $ 1,001.00| ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0026 616E10000 20.000 MGAL| 2.00000 40.00| 1.50000 30.00| WATER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 007 -6 TABULATION OF BIDS ODOT PROJECT NUMBER : 950234 AWARDED VENDOR NUMBER : 34-1089291 CALL ORDER : 007 CONTRACT ID : CWYA15092 COUNTIES : WYANDOT LETTING DATE : 05/24/95 10:00 AM DISTRICT : 01

SET-ASIDE :

ODOT PROJECT NUMBER : 950235 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 008 CONTRACT ID : MADA15068 COUNTIES : ADAMS LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09 CONTRACT TIME : 08/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING VARIOUS ROADS AND FACILITIES WITHIN ADAMS LAKE STATE PARK, ADAMS COUNTY; KINCAID FISH FARM, PIKE COUNTY; LAKE KATHRINE NATURAL PRESERVE, JACKSON COUNTY; OHIO, INACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR AND RESURFACING WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-0521486 CAVETT L P COMPANY (INC) $ 108,992.30 100.0000% 2 31-0743105 MILLER-MASON PAVING CO (INC) $ 114,776.50 105.3069% 3 31-4351261 SHELLY & SANDS INC P O BOX 1585 $ 124,941.75 114.6335% ======|(1) 31-0521486 |(2) 31-0743105 |(3) 31-4351261 |CAVETT L P COMPANY (INC) |MILLER-MASON PAVING CO (INC)|SHELLY & SANDS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 202E98100 400.000 EACH| 5.00000 2000.00| 13.00000 5200.00| 11.00000 4400.00 REMOVAL MISC.: PARKING BLOCKS REMOVED | | | AND REPLACED | | | 0002 253E02000 50.000 CY | 195.00000 9750.00| 125.00000 6250.00| 184.00000 9200.00 PAVEMENT REPAIR | | | 0003 402E20000 13.000 CY | 65.00000 845.00| 100.00000 1300.00| 133.00000 1729.00 ASPHALT CONCRETE, AC-20 | | | 0004 404E20000 691.000 CY | 65.00000 44915.00| 66.00000 45606.00| 68.00000 46988.00 ASPHALT CONCRETE, AC-20 | | | 0005 407E10000 1864.000 GAL | 0.60000 1118.40| 1.50000 2796.00| 1.00000 1864.00 TACK COAT | | | 0006 409E12000 15.000 CY | 75.00000 1125.00| 125.00000 1875.00| 100.00000 1500.00 SEAL COAT COVER AGGREGATE, NO. 8 | | | 0007 409E18000 18.000 CY | 75.00000 1350.00| 125.00000 2250.00| 100.00000 1800.00 SEAL COAT COVER AGGREGATE, NO. 67 | | | 0008 409E20000 1379.000 GAL | 1.00000 1379.00| 1.50000 2068.50| 1.25000 1723.75 SEAL COAT BITUMINOUS MATERIAL | | | 0009 603E04201 214.000 LF | 35.91000 7684.74| 30.00000 6420.00| 48.00000 10272.00 12" CONDUIT, TYPE A, AS PER PLAN | | | 0010 603E05701 154.000 LF | 40.15000 6183.10| 33.00000 5082.00| 52.00000 8008.00 15" CONDUIT, TYPE A, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 008 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950235 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 008 CONTRACT ID : MADA15068 COUNTIES : ADAMS LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09

SET-ASIDE :

======|(1) 31-0521486 |(2) 31-0743105 |(3) 31-4351261 |CAVETT L P COMPANY (INC) |MILLER-MASON PAVING CO (INC)|SHELLY & SANDS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0011 603E07201 134.000 LF | 46.19000 6189.46| 47.00000 6298.00| 65.00000 8710.00 18" CONDUIT, TYPE A, AS PER PLAN | | | 0012 605E31100 100.000 LF | 5.00000 500.00| 10.00000 1000.00| 8.00000 800.00 AGGREGATE DRAIN | | | 0013 617E10100 132.000 CY | 38.00000 5016.00| 47.50000 6270.00| 65.00000 8580.00 COMPACTED AGGREGATE, TYPE A | | | 0014 617E25000 2.000 MGAL| 5.00000 10.00| 1.00000 2.00| 100.00000 200.00 WATER | | | 0015 642E00302 0.700 MILE| 1295.00000 906.50| 850.00000 595.00| 1250.00000 875.00 CENTER LINE, TYPE 2 | | | 0016 642E01202 2300.000 LF | 0.62000 1426.00| 1.25000 2875.00| 0.50000 1150.00 PARKING LOT STALL MARKING, TYPE 2 | | | 0017 642E01700 4.000 EACH| 55.00000 220.00| 75.00000 300.00| 40.00000 160.00 HANDICAP SYMBOL MARKING | | | 0018 659E10000 500.000 SY | 3.00000 1500.00| 4.25000 2125.00| 4.00000 2000.00 SEEDING AND MULCHING | | | 0019 659E20000 0.050 TON | 400.00000 20.00| 3000.00000 150.00| 600.00000 30.00 COMMERCIAL FERTILIZER | | | 0020 659E30000 0.230 TON | 100.00000 23.00| 100.00000 23.00| 400.00000 92.00 AGRICULTURAL LIMING | | | 0021 659E35000 1.100 MGAL| 1.00000 1.10| 10.00000 11.00| 100.00000 110.00 WATER | | | SECTION TOTALS | $ 92,162.30| $ 98,496.50| $ 110,191.75 ------+------+------+------SECTION 0002 INCIDENTALS | | | 0022 103E05000 LUMP| 330.00000 330.00| 1500.00000 1500.00| 500.00000 500.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0023 614E11000 LUMP| 7800.00000 7800.00| 4200.00000 4200.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0024 619E15000 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| 2000.00000 2000.00 FIELD OFFICE, TYPE A | | | 0025 619E25000 LUMP| 200.00000 200.00| 1300.00000 1300.00| 250.00000 250.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0026 623E10000 LUMP| 1000.00000 1000.00| 3080.00000 3080.00| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKES | | | 0027 624E10000 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 3000.00000 3000.00 MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 008 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950235 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 008 CONTRACT ID : MADA15068 COUNTIES : ADAMS LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09

SET-ASIDE :

ODOT PROJECT NUMBER : 950236 AWARDED VENDOR NUMBER : 34-1206611 CALL ORDER : 009 CONTRACT ID : TADA14602 COUNTIES : ADAMS BROWN LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09 HIGHLAND OTHERS CONTRACT TIME : 09/15/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTION ADA-32-0.00 ON STATE ROUTE 32 IN ODNR ADAMS COUNTY AND OTHER VARIOUS ROUTES AND SECTIONS IN ADAMS, BROWN, HIGHLAND, HOCKING, JACKSON, LAWRENCE, PIKE, ROSS AND SCIOTO COUNTIES, OHIO, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS BY APPLYING RETRO-REFLECTIVE FAST DRY PAVEMENT MARKING MATERIAL FOR CENTER LINES, EDGE LINES AND TRANSVERSE LINES.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1206611 NEAT-LINE COMPANY INC $ 277,449.84 100.0000% 2 34-1546976 AERO-MARK INC $ 282,743.04 101.9078% 3 34-4439286 CHEMI-TROL CHEMICAL CO (INC) $ 284,337.31 102.4824% 4 34-1233573 OGLESBY CONSTRUCTION INC $ 293,121.40 105.6484% ======|(1) 34-1206611 |(2) 34-1546976 |(3) 34-4439286 |NEAT-LINE COMPANY INC |AERO-MARK INC |CHEMI-TROL CHEMICAL CO (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 642E00100 456.960 MILE| 153.76000 70262.17| 144.00000 65802.24| 150.95000 68978.11 EDGE LINE, TYPE 1 | | | 0002 642E00300 867.200 MILE| 211.26000 183204.67| 219.00000 189916.80| 221.00000 191651.20 CENTER LINE, TYPE 1 | | | 0003 642E00702 10425.000 LF | 0.80000 8340.00| 0.88000 9174.00| 0.96000 10008.00 TRANSVERSE LINE, TYPE 2 | | | 0004 642E20000 LUMP| 30.00000 30.00| 250.00000 250.00| 50.00000 50.00 TWO-WAY RADIO EQUIPMENT | | | 0005 642E50000 50.000 MILE| 258.26000 12913.00| 260.00000 13000.00| 221.00000 11050.00 PAVEMENT MARKING, MISC.: REPAINTING | | | CENTER LINE, TYPE 1, APP | | | SECTION TOTALS | $ 274,749.84| $ 278,143.04| $ 281,737.31 ------+------+------+------SECTION 0002 INCIDENTALS | | | 0006 103E05000 LUMP| 2000.00000 2000.00| 2600.00000 2600.00| 1400.00000 1400.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 009 -2 TABULATION OF BIDS

======|(1) 34-1206611 |(2) 34-1546976 |(3) 34-4439286 |NEAT-LINE COMPANY INC |AERO-MARK INC |CHEMI-TROL CHEMICAL CO (INC) LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0007 614E11000 LUMP| 350.00000 350.00| 1500.00000 1500.00| 600.00000 600.00 MAINTAINING TRAFFIC | | | 0008 624E10000 LUMP| 350.00000 350.00| 500.00000 500.00| 600.00000 600.00 MOBILIZATION | | | SECTION TOTALS | $ 2,700.00| $ 4,600.00| $ 2,600.00 ------+------+------+------CONTRACT TOTALS | $ 277,449.84| $ 282,743.04| $ 284,337.31 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 009 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950236 AWARDED VENDOR NUMBER : 34-1206611 CALL ORDER : 009 CONTRACT ID : TADA14602 COUNTIES : ADAMS BROWN LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09 HIGHLAND OTHERS

SET-ASIDE :

======|(4) 34-1233573 | | |OGLESBY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 642E00100 456.960 MILE| 149.76000 68434.33| | EDGE LINE, TYPE 1 | | | 0002 642E00300 867.200 MILE| 220.44000 191165.57| | CENTER LINE, TYPE 1 | | | 0003 642E00702 10425.000 LF | 0.96000 10008.00| | TRANSVERSE LINE, TYPE 2 | | | 0004 642E20000 LUMP| 100.00000 100.00| | TWO-WAY RADIO EQUIPMENT | | | 0005 642E50000 50.000 MILE| 260.27000 13013.50| | PAVEMENT MARKING, MISC.: REPAINTING | | | CENTER LINE, TYPE 1, APP | | | SECTION TOTALS | $ 282,721.40| | ------+------+------+------SECTION 0002 INCIDENTALS | | | 0006 103E05000 LUMP| 2000.00000 2000.00| | PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0007 614E11000 LUMP| 3500.00000 3500.00| | MAINTAINING TRAFFIC | | | 0008 624E10000 LUMP| 4900.00000 4900.00| | MOBILIZATION | | | SECTION TOTALS | $ 10,400.00| | ------+------+------+------CONTRACT TOTALS | $ 293,121.40| | ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 010 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950237 AWARDED VENDOR NUMBER : 34-1546976 CALL ORDER : 010 CONTRACT ID : TATB14674 COUNTIES : ASHTABULA COLUMBIANA LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04 MAHONING OTHERS CONTRACT TIME : 09/15/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON FEDERAL FOR IMPROVING SECTION ATB-6-22.55 ON UNITED STATES ROUTE 6 IN ASHTABULA COUNTY AND OTHER VARIOUS ROUTES AND SECTIONS IN ASHTABULA, COLUMBIANA, MAHONING AND TRUMBULL COUNTIES, OHIO, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS BY APPLYING RETRO-REFLECTIVE FAST DRY PAVEMENT MARKING FOR CENTER LINES, EDGE LINES AND LANE LINES.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1546976 AERO-MARK INC $ 363,091.84 100.0000% 2 34-1674252 TRAFF TECH INC $ 394,410.46 108.6255% 3 34-1206611 NEAT-LINE COMPANY INC $ 426,742.78 117.5302% 4 34-1233573 OGLESBY CONSTRUCTION INC $ 428,905.64 118.1259% 5 34-4439286 CHEMI-TROL CHEMICAL CO (INC) $ 430,094.12 118.4532% ======|(1) 34-1546976 |(2) 34-1674252 |(3) 34-1206611 |AERO-MARK INC |TRAFF TECH INC |NEAT-LINE COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 614E11100 100.000 HOUR| 35.00000 3500.00| 45.00000 4500.00| 40.00000 4000.00 SPECIAL - LAW ENFORCEMENT OFFICER WITH | | | PATROL CAR | | | 0002 642E00100 1687.240 MILE| 143.00000 241275.32| 144.00000 242962.56| 172.76000 291487.58 EDGE LINE, TYPE 1 | | | 0003 642E00200 227.680 MILE| 96.00000 21857.28| 80.00000 18214.40| 93.44000 21274.42 LANE LINE, TYPE 1 | | | 0004 642E00300 511.260 MILE| 174.00000 88959.24| 225.00000 115033.50| 205.22000 104920.78 CENTER LINE, TYPE 1 | | | 0005 642E20000 LUMP| 500.00000 500.00| 200.00000 200.00| 60.00000 60.00 TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 356,091.84| $ 380,910.46| $ 421,742.78 ------+------+------+------SECTION 0002 INCIDENTALS | | | 0006 103E05000 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 3200.00000 3200.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 010 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950237 AWARDED VENDOR NUMBER : 34-1546976 CALL ORDER : 010 CONTRACT ID : TATB14674 COUNTIES : ASHTABULA COLUMBIANA LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04 MAHONING OTHERS

SET-ASIDE :

======|(1) 34-1546976 |(2) 34-1674252 |(3) 34-1206611 |AERO-MARK INC |TRAFF TECH INC |NEAT-LINE COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0007 614E11000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 900.00000 900.00 MAINTAINING TRAFFIC | | | 0008 624E10000 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 900.00000 900.00 MOBILIZATION | | | SECTION TOTALS | $ 7,000.00| $ 13,500.00| $ 5,000.00 ------+------+------+------CONTRACT TOTALS | $ 363,091.84| $ 394,410.46| $ 426,742.78 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 010 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950237 AWARDED VENDOR NUMBER : 34-1546976 CALL ORDER : 010 CONTRACT ID : TATB14674 COUNTIES : ASHTABULA COLUMBIANA LETTING DATE : 05/24/95 10:00 AM DISTRICT : 04 MAHONING OTHERS

SET-ASIDE :

======|(4) 34-1233573 |(5) 34-4439286 | |OGLESBY CONSTRUCTION INC |CHEMI-TROL CHEMICAL CO (INC)| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 614E11100 100.000 HOUR| 30.00000 3000.00| 38.00000 3800.00| SPECIAL - LAW ENFORCEMENT OFFICER WITH | | | PATROL CAR | | | 0002 642E00100 1687.240 MILE| 167.88000 283253.85| 172.00000 290205.28| EDGE LINE, TYPE 1 | | | 0003 642E00200 227.680 MILE| 90.91000 20698.39| 93.00000 21174.24| LANE LINE, TYPE 1 | | | 0004 642E00300 511.260 MILE| 213.89000 109353.40| 210.00000 107364.60| CENTER LINE, TYPE 1 | | | 0005 642E20000 LUMP| 100.00000 100.00| 50.00000 50.00| TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 416,405.64| $ 422,594.12| ------+------+------+------SECTION 0002 INCIDENTALS | | | 0006 103E05000 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0007 614E11000 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| MAINTAINING TRAFFIC | | | 0008 624E10000 LUMP| 6500.00000 6500.00| 2500.00000 2500.00| MOBILIZATION | | | SECTION TOTALS | $ 12,500.00| $ 7,500.00| ------+------+------+------CONTRACT TOTALS | $ 428,905.64| $ 430,094.12| ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 011 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950238 AWARDED VENDOR NUMBER : 34-1233573 CALL ORDER : 011 CONTRACT ID : TBEL14624 COUNTIES : BELMONT CARROLL LETTING DATE : 05/24/95 10:00 AM DISTRICT : 11 COLUMBIANA OTHERS CONTRACT TIME : 09/15/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTION BEL-7A-0.00 ON STATE ROUTE 7A IN BELMONT COUNTY AND OTHER VARIOUS ROUTES AND SECTIONS IN BELMONT, CARROLL, COLUMBIANA, HARRISON, HOLMES, JEFFERSON AND TUSCARAWAS COUNTIES, OHIO, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS BY APPLYING RETRO-REFLECTIVE FAST DRY PAVEMENT MARKING MATERIAL FOR CENTER LINES, EDGE LINES AND LANE LINES.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1233573 OGLESBY CONSTRUCTION INC $ 227,554.13 100.0000% 2 34-1551839 CHOICE CONSTRUCTION CO INC $ 239,754.74 105.3616% ======|(1) 34-1233573 |(2) 34-1551839 | |OGLESBY CONSTRUCTION INC |CHOICE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 642E00100 1311.660 MILE| 149.76000 196434.20| 146.00000 191502.36| EDGE LINE, TYPE 1 | | | 0002 642E00200 57.420 MILE| 85.00000 4880.70| 99.00000 5684.58| LANE LINE, TYPE 1 | | | 0003 642E00300 69.760 MILE| 290.70000 20279.23| 280.00000 19532.80| CENTER LINE, TYPE 1 | | | 0004 642E20000 LUMP| 100.00000 100.00| 250.00000 250.00| TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 221,694.13| $ 216,969.74| ------+------+------+------SECTION 0002 INCIDENTALS | | | 0005 103E05000 LUMP| 1500.00000 1500.00| 5425.00000 5425.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0006 614E11000 LUMP| 560.00000 560.00| 11360.00000 11360.00| MAINTAINING TRAFFIC | | | 0007 624E10000 LUMP| 3800.00000 3800.00| 6000.00000 6000.00| MOBILIZATION | | | SECTION TOTALS | $ 5,860.00| $ 22,785.00| ------+------+------+------CONTRACT TOTALS | $ 227,554.13| $ 239,754.74| ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 012 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950239 AWARDED VENDOR NUMBER : 34-1206611 CALL ORDER : 012 CONTRACT ID : TCUY14594 COUNTIES : CUYAHOGA GEAUGA LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12 LAKE CONTRACT TIME : 05/01/96 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON FEDERAL FOR IMPROVING SECTION CUY-71-16.03 ON INTERSTATE ROUTE 71 IN CUYAHOGA COUNTY AND OTHER VARIOUS ROUTES AND SECTIONS IN CUYAHOGA, GEAUGA AND LAKE COUNTIES, OHIO, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS BY APPLYING RETRO-REFLECTIVE POLYESTER PAVEMENT MARKING MATERIAL FOR CENTER LINES, EDGE LINES AND LANE LINES.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1206611 NEAT-LINE COMPANY INC $ 75,368.54 100.0000% 2 34-4439286 CHEMI-TROL CHEMICAL CO (INC) $ 80,448.83 106.7405% 3 34-1546976 AERO-MARK INC $ 82,984.84 110.1054% 4 34-1233573 OGLESBY CONSTRUCTION INC $ 84,294.13 111.8425% ======|(1) 34-1206611 |(2) 34-4439286 |(3) 34-1546976 |NEAT-LINE COMPANY INC |CHEMI-TROL CHEMICAL CO (INC)|AERO-MARK INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 643E00100 166.260 MILE| 297.32000 49432.42| 330.10000 54882.43| 319.00000 53036.94 EDGE LINE | | | 0002 643E00200 11.440 MILE| 198.08000 2266.04| 175.00000 2002.00| 230.00000 2631.20 LANE LINE | | | 0003 643E00300 53.100 MILE| 429.38000 22800.08| 424.00000 22514.40| 457.00000 24266.70 CENTER LINE | | | 0004 643E20000 LUMP| 30.00000 30.00| 50.00000 50.00| 250.00000 250.00 TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 74,528.54| $ 79,448.83| $ 80,184.84 ------+------+------+------SECTION 0002 INCIDENTALS | | | 0005 103E05000 LUMP| 540.00000 540.00| 400.00000 400.00| 800.00000 800.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0006 614E11000 LUMP| 150.00000 150.00| 300.00000 300.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0007 624E10000 LUMP| 150.00000 150.00| 300.00000 300.00| 500.00000 500.00 MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 012 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950239 AWARDED VENDOR NUMBER : 34-1206611 CALL ORDER : 012 CONTRACT ID : TCUY14594 COUNTIES : CUYAHOGA GEAUGA LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12 LAKE

SET-ASIDE :

======|(1) 34-1206611 |(2) 34-4439286 |(3) 34-1546976 |NEAT-LINE COMPANY INC |CHEMI-TROL CHEMICAL CO (INC)|AERO-MARK INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 840.00| $ 1,000.00| $ 2,800.00 ------+------+------+------CONTRACT TOTALS | $ 75,368.54| $ 80,448.83| $ 82,984.84 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 012 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950239 AWARDED VENDOR NUMBER : 34-1206611 CALL ORDER : 012 CONTRACT ID : TCUY14594 COUNTIES : CUYAHOGA GEAUGA LETTING DATE : 05/24/95 10:00 AM DISTRICT : 12 LAKE

SET-ASIDE :

======|(4) 34-1233573 | | |OGLESBY CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 643E00100 166.260 MILE| 331.43000 55103.55| | EDGE LINE | | | 0002 643E00200 11.440 MILE| 235.10000 2689.54| | LANE LINE | | | 0003 643E00300 53.100 MILE| 459.53000 24401.04| | CENTER LINE | | | 0004 643E20000 LUMP| 100.00000 100.00| | TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 82,294.13| | ------+------+------+------SECTION 0002 INCIDENTALS | | | 0005 103E05000 LUMP| 700.00000 700.00| | PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0006 614E11000 LUMP| 400.00000 400.00| | MAINTAINING TRAFFIC | | | 0007 624E10000 LUMP| 900.00000 900.00| | MOBILIZATION | | | SECTION TOTALS | $ 2,000.00| | ------+------+------+------CONTRACT TOTALS | $ 84,294.13| | ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 013 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950240 AWARDED VENDOR NUMBER : 31-4405752 CALL ORDER : 013 CONTRACT ID : TDEL14734 COUNTIES : DELAWARE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06 CONTRACT TIME : 02/20/96 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTION DEL-23-2.68 ON UNITED STATES ROUTE 23 IN ORANGE TOWNSHIP, DELAWARE COUNTY, OHIO, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS BY THE INSTALLATION OF A TRAFFIC SIGNAL INSTALLATION.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-4405752 HOWARD JESS ELECTRIC COMPANY (INC) $ 65,000.00 100.0000% 2 34-1761738 LAFAYETTE ELECTRIC INC. $ 66,930.85 102.9705% 3 34-1307165 RIDGE ELECTRIC CO INC $ 72,184.50 111.0530% 4 31-1115885 DORY M P CO (INC) PO BOX 248 $ 74,711.42 114.9406% 5 34-1577801 MILLER CABLE COMPANY P O BOX 68 $ 77,500.00 119.2307% ======|(1) 31-4405752 |(2) 34-1761738 |(3) 34-1307165 |HOWARD JESS ELECTRIC COMPANY|LAFAYETTE ELECTRIC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 202E54100 16.000 EACH| 20.00000 320.00| 20.00000 320.00| 10.00000 160.00 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | | 0002 603E00400 70.000 LF | 3.50000 245.00| 1.00000 70.00| 5.00000 350.00 4" CONDUIT, TYPE E | | | 0003 621E00100 10.000 EACH| 160.00000 1600.00| 140.00000 1400.00| 145.00000 1450.00 RAISED PAVEMENT MARKER | | | 0004 625E25300 276.000 LF | 6.00000 1656.00| 3.70000 1021.20| 3.00000 828.00 CONDUIT, 1-1/2", 713.04 | | | 0005 625E25400 43.000 LF | 7.00000 301.00| 4.50000 193.50| 4.00000 172.00 CONDUIT, 2", 713.04 | | | 0006 625E25500 32.000 LF | 10.00000 320.00| 9.00000 288.00| 10.00000 320.00 CONDUIT, 3", 713.04 | | | 0007 625E29000 335.000 LF | 3.00000 1005.00| 2.75000 921.25| 3.00000 1005.00 TRENCH | | | 0008 625E30600 1.000 EACH| 300.00000 300.00| 380.00000 380.00| 280.00000 280.00 PULL BOX, 713.09, 24" | | | 0009 625E30700 6.000 EACH| 400.00000 2400.00| 440.00000 2640.00| 450.00000 2700.00 PULL BOX, 713.08, 18" | | | 0010 625E32000 7.000 EACH| 100.00000 700.00| 80.00000 560.00| 100.00000 700.00 GROUND ROD | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 013 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950240 AWARDED VENDOR NUMBER : 31-4405752 CALL ORDER : 013 CONTRACT ID : TDEL14734 COUNTIES : DELAWARE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4405752 |(2) 34-1761738 |(3) 34-1307165 |HOWARD JESS ELECTRIC COMPANY|LAFAYETTE ELECTRIC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0011 630E03100 120.000 LF | 5.00000 600.00| 5.00000 600.00| 6.00000 720.00 GROUND MOUNTED SUPPORT, NO. 3 POST | | | 0012 630E04100 32.000 LF | 8.00000 256.00| 7.00000 224.00| 7.50000 240.00 GROUND MOUNTED SUPPORT, NO. 4 POST | | | 0013 630E75001 2.000 EACH| 200.00000 400.00| 360.00000 720.00| 300.00000 600.00 SIGN ATTACHMENT ASSEMBLY, AS PER PLAN | | | 0014 630E80102 135.000 SF | 14.00000 1890.00| 13.00000 1755.00| 20.00000 2700.00 SIGN, FLAT SHEET, TYPE G | | | 0015 631E84310 2.000 EACH| 100.00000 200.00| 250.00000 500.00| 200.00000 400.00 SIGN WIRED, LESS JUNCTION BOX | | | 0016 631E88000 2.000 EACH| 100.00000 200.00| 80.00000 160.00| 180.00000 360.00 PHOTOELECTRIC CONTROL | | | 0017 631E92001 2.000 EACH| 400.00000 800.00| 1020.00000 2040.00| 1500.00000 3000.00 SIGN FLASHER ASSEMBLY, AS PER PLAN | | | 0018 632E00300 4.000 EACH| 410.00000 1640.00| 325.00000 1300.00| 370.00000 1480.00 VEHICULAR SIGNAL HEAD, 3 SECTION, 12" | | | LENS, 1-WAY | | | 0019 632E00500 4.000 EACH| 730.00000 2920.00| 545.00000 2180.00| 550.00000 2200.00 VEHICULAR SIGNAL HEAD, 5 SECTION, 12" | | | LENS, 1-WAY | | | 0020 632E25000 8.000 EACH| 1.00000 8.00| 10.00000 80.00| 10.00000 80.00 COVERING OF VEHICULAR SIGNAL HEAD | | | 0021 632E27009 7.000 EACH| 140.00000 980.00| 155.00000 1085.00| 165.00000 1155.00 LOOP DETECTOR UNIT, DELAY AND EXTENSION | | | TYPE, AS PER PLAN | | | 0022 632E27500 635.000 LF | 6.00000 3810.00| 3.00000 1905.00| 6.00000 3810.00 LOOP DETECTOR PAVEMENT CUTTING | | | 0023 632E30200 376.000 LF | 5.00000 1880.00| 4.75000 1786.00| 4.00000 1504.00 MESSENGER WIRE, 7 STRAND, 3/8" DIAMETER | | | WITH ACCESSORIES | | | 0024 632E40400 2045.000 LF | 1.00000 2045.00| 1.00000 2045.00| 1.00000 2045.00 SIGNAL CABLE, 4 CONDUCTOR, NO. 14 AWG | | | 0025 632E40700 1050.000 LF | 1.40000 1470.00| 1.10000 1155.00| 1.25000 1312.50 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | | | 0026 632E64900 1722.000 LF | 0.50000 861.00| 1.35000 2324.70| 1.00000 1722.00 LOOP DETECTOR WIRE, TYPE E | | | 0027 632E65200 3384.000 LF | 0.75000 2538.00| 0.80000 2707.20| 1.00000 3384.00 LOOP DETECTOR LEAD-IN CABLE | | | 0028 632E68300 35.000 LF | 3.00000 105.00| 1.50000 52.50| 3.00000 105.00 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 013 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950240 AWARDED VENDOR NUMBER : 31-4405752 CALL ORDER : 013 CONTRACT ID : TDEL14734 COUNTIES : DELAWARE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4405752 |(2) 34-1761738 |(3) 34-1307165 |HOWARD JESS ELECTRIC COMPANY|LAFAYETTE ELECTRIC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0029 632E69800 115.000 LF | 2.00000 230.00| 1.80000 207.00| 3.00000 345.00 SERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG | | | 0030 632E70001 1.000 EACH| 600.00000 600.00| 700.00000 700.00| 850.00000 850.00 POWER SERVICE, AS PER PLAN | | | 0031 632E71000 4.000 EACH| 50.00000 200.00| 21.00000 84.00| 40.00000 160.00 CABLE SUPPORT ASSEMBLY | | | 0032 632E72000 11.480 CY | 500.00000 5740.00| 525.00000 6027.00| 650.00000 7462.00 CONCRETE FOR ANCHOR BASE FOUNDATION | | | 0033 632E82200 2.000 EACH| 1700.00000 3400.00| 1400.00000 2800.00| 1550.00000 3100.00 STRAIN POLE, TYPE TC-81.10, DESIGN 2 | | | AT-X BASE, APP | | | 0034 632E82700 4.000 EACH| 2700.00000 10800.00| 2195.00000 8780.00| 2170.00000 8680.00 STRAIN POLE, TYPE TC-81.10, DESIGN 7 30 | | | FT. | | | 0035 633E38001 1.000 EACH| 5800.00000 5800.00| 5250.00000 5250.00| 5050.00000 5050.00 CONTROLLER, ACTUATED, 8 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN | | | 0036 633E70000 1.850 CY | 500.00000 925.00| 500.00000 925.00| 1000.00000 1850.00 CONCRETE FOR CABINET FOUNDATION | | | 0037 633E70500 10.500 SF | 10.00000 105.00| 9.00000 94.50| 10.00000 105.00 CONTROLLER WORK PAD | | | SECTION TOTALS | $ 59,250.00| $ 55,280.85| $ 62,384.50 ------+------+------+------SECTION 0002 INCIDENTALS | | | 0038 103E05000 LUMP| 250.00000 250.00| 1650.00000 1650.00| 800.00000 800.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0039 614E11000 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0040 619E15001 LUMP| 500.00000 500.00| 3000.00000 3000.00| 4000.00000 4000.00 FIELD OFFICE, TYPE A, AS PER PLAN | | | 0041 619E25000 LUMP| 1000.00000 1000.00| 1900.00000 1900.00| 2500.00000 2500.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0042 623E10001 LUMP| 500.00000 500.00| 100.00000 100.00| 500.00000 500.00 CONSTRUCTION LAYOUT STAKES, AS PER PLAN | | | 0043 624E10000 LUMP| 2000.00000 2000.00| 3800.00000 3800.00| 1000.00000 1000.00 MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 013 -4 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950240 AWARDED VENDOR NUMBER : 31-4405752 CALL ORDER : 013 CONTRACT ID : TDEL14734 COUNTIES : DELAWARE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE : ======|(1) 31-4405752 |(2) 34-1761738 |(3) 34-1307165 |HOWARD JESS ELECTRIC COMPANY|LAFAYETTE ELECTRIC |RIDGE ELECTRIC CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 5,750.00| $ 11,650.00| $ 9,800.00 ------+------+------+------CONTRACT TOTALS | $ 65,000.00| $ 66,930.85| $ 72,184.50 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 013 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950240 AWARDED VENDOR NUMBER : 31-4405752 CALL ORDER : 013 CONTRACT ID : TDEL14734 COUNTIES : DELAWARE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 31-1115885 |(5) 34-1577801 | |DORY M P CO (INC) |MILLER CABLE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 202E54100 16.000 EACH| 47.00000 752.00| 10.00000 160.00| RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | | 0002 603E00400 70.000 LF | 5.00000 350.00| 2.50000 175.00| 4" CONDUIT, TYPE E | | | 0003 621E00100 10.000 EACH| 300.00000 3000.00| 150.00000 1500.00| RAISED PAVEMENT MARKER | | | 0004 625E25300 276.000 LF | 6.40000 1766.40| 5.00000 1380.00| CONDUIT, 1-1/2", 713.04 | | | 0005 625E25400 43.000 LF | 7.20000 309.60| 7.40000 318.20| CONDUIT, 2", 713.04 | | | 0006 625E25500 32.000 LF | 9.30000 297.60| 14.00000 448.00| CONDUIT, 3", 713.04 | | | 0007 625E29000 335.000 LF | 10.00000 3350.00| 4.00000 1340.00| TRENCH | | | 0008 625E30600 1.000 EACH| 387.00000 387.00| 400.00000 400.00| PULL BOX, 713.09, 24" | | | 0009 625E30700 6.000 EACH| 525.00000 3150.00| 525.00000 3150.00| PULL BOX, 713.08, 18" | | | 0010 625E32000 7.000 EACH| 113.00000 791.00| 200.00000 1400.00| GROUND ROD | | | 0011 630E03100 120.000 LF | 6.00000 720.00| 6.00000 720.00| GROUND MOUNTED SUPPORT, NO. 3 POST | | | 0012 630E04100 32.000 LF | 6.60000 211.20| 7.50000 240.00| GROUND MOUNTED SUPPORT, NO. 4 POST | | | 0013 630E75001 2.000 EACH| 394.00000 788.00| 175.00000 350.00| SIGN ATTACHMENT ASSEMBLY, AS PER PLAN | | | 0014 630E80102 135.000 SF | 15.10000 2038.50| 16.00000 2160.00| SIGN, FLAT SHEET, TYPE G | | | 0015 631E84310 2.000 EACH| 130.00000 260.00| 75.00000 150.00| SIGN WIRED, LESS JUNCTION BOX | | | 0016 631E88000 2.000 EACH| 75.00000 150.00| 100.00000 200.00| PHOTOELECTRIC CONTROL | | | 0017 631E92001 2.000 EACH| 1300.00000 2600.00| 700.00000 1400.00| SIGN FLASHER ASSEMBLY, AS PER PLAN | | | 0018 632E00300 4.000 EACH| 351.00000 1404.00| 550.00000 2200.00| VEHICULAR SIGNAL HEAD, 3 SECTION, 12" | | | LENS, 1-WAY | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 013 -6 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950240 AWARDED VENDOR NUMBER : 31-4405752 CALL ORDER : 013 CONTRACT ID : TDEL14734 COUNTIES : DELAWARE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 31-1115885 |(5) 34-1577801 | |DORY M P CO (INC) |MILLER CABLE COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0019 632E00500 4.000 EACH| 626.00000 2504.00| 850.00000 3400.00| VEHICULAR SIGNAL HEAD, 5 SECTION, 12" | | | LENS, 1-WAY | | | 0020 632E25000 8.000 EACH| 23.00000 184.00| 10.00000 80.00| COVERING OF VEHICULAR SIGNAL HEAD | | | 0021 632E27009 7.000 EACH| 130.00000 910.00| 160.00000 1120.00| LOOP DETECTOR UNIT, DELAY AND EXTENSION | | | TYPE, AS PER PLAN | | | 0022 632E27500 635.000 LF | 6.80000 4318.00| 8.00000 5080.00| LOOP DETECTOR PAVEMENT CUTTING | | | 0023 632E30200 376.000 LF | 6.60000 2481.60| 5.00000 1880.00| MESSENGER WIRE, 7 STRAND, 3/8" DIAMETER | | | WITH ACCESSORIES | | | 0024 632E40400 2045.000 LF | 1.23000 2515.35| 1.60000 3272.00| SIGNAL CABLE, 4 CONDUCTOR, NO. 14 AWG | | | 0025 632E40700 1050.000 LF | 1.57000 1648.50| 1.70000 1785.00| SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | | | 0026 632E64900 1722.000 LF | 0.85000 1463.70| 0.50000 861.00| LOOP DETECTOR WIRE, TYPE E | | | 0027 632E65200 3384.000 LF | 1.13000 3823.92| 1.20000 4060.80| LOOP DETECTOR LEAD-IN CABLE | | | 0028 632E68300 35.000 LF | 1.78000 62.30| 2.00000 70.00| POWER CABLE, 3 CONDUCTOR, NO. 6 AWG | | | 0029 632E69800 115.000 LF | 1.57000 180.55| 1.50000 172.50| SERVICE CABLE, 3 CONDUCTOR, NO. 6 AWG | | | 0030 632E70001 1.000 EACH| 800.00000 800.00| 600.00000 600.00| POWER SERVICE, AS PER PLAN | | | 0031 632E71000 4.000 EACH| 54.00000 216.00| 40.00000 160.00| CABLE SUPPORT ASSEMBLY | | | 0032 632E72000 11.480 CY | 565.00000 6486.20| 750.00000 8610.00| CONCRETE FOR ANCHOR BASE FOUNDATION | | | 0033 632E82200 2.000 EACH| 1410.00000 2820.00| 1760.00000 3520.00| STRAIN POLE, TYPE TC-81.10, DESIGN 2 | | | AT-X BASE, APP | | | 0034 632E82700 4.000 EACH| 2185.00000 8740.00| 2650.00000 10600.00| STRAIN POLE, TYPE TC-81.10, DESIGN 7 30 | | | FT. | | | 0035 633E38001 1.000 EACH| 4830.00000 4830.00| 4900.00000 4900.00| CONTROLLER, ACTUATED, 8 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 013 -7 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950240 AWARDED VENDOR NUMBER : 31-4405752 CALL ORDER : 013 CONTRACT ID : TDEL14734 COUNTIES : DELAWARE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

ODOT PROJECT NUMBER : 950241 AWARDED VENDOR NUMBER : 34-1206611 CALL ORDER : 014 CONTRACT ID : TFUL14562 COUNTIES : FULTON HENRY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 02 LUCAS OTHERS CONTRACT TIME : 05/01/96 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON FEDERAL FOR IMPROVING SECTION FUL-109-5.00 ON STATE ROUTE 109 IN FULTON COUNTY AND OTHER VARIOUS ROUTES AND SECTIONS IN FULTON, HENRY, LUCAS, OTTAWA, SANDUSKY, SENECA, WILLIAMS AND WOOD COUNTIES, OHIO, IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS BY APPLYING RETRO-REFLECTIVE POLYESTER PAVEMENT MARKING MATERIAL FOR CENTER LINES, EDGE LINES AND LANE LINES.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 34-1206611 NEAT-LINE COMPANY INC $ 97,254.34 100.0000% 2 34-4439286 CHEMI-TROL CHEMICAL CO (INC) $ 101,171.89 104.0281% 3 34-1233573 OGLESBY CONSTRUCTION INC $ 101,291.60 104.1512% 4 34-1546976 AERO-MARK INC $ 111,320.49 114.4632% ======|(1) 34-1206611 |(2) 34-4439286 |(3) 34-1233573 |NEAT-LINE COMPANY INC |CHEMI-TROL CHEMICAL CO (INC)|OGLESBY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 643E00100 220.020 MILE| 295.32000 64976.31| 311.20000 68470.22| 310.41000 68296.41 EDGE LINE | | | 0002 643E00200 42.480 MILE| 173.08000 7352.44| 154.00000 6541.92| 157.61000 6695.27 LANE LINE | | | 0003 643E00300 81.810 MILE| 283.53000 23195.59| 308.15000 25209.75| 287.25000 23499.92 CENTER LINE | | | 0004 643E20000 LUMP| 30.00000 30.00| 50.00000 50.00| 100.00000 100.00 TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 95,554.34| $ 100,271.89| $ 98,591.60 ------+------+------+------SECTION 0002 INCIDENTALS | | | 0005 103E05000 LUMP| 700.00000 700.00| 500.00000 500.00| 900.00000 900.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0006 614E11000 LUMP| 500.00000 500.00| 200.00000 200.00| 400.00000 400.00 MAINTAINING TRAFFIC | | | 0007 624E10000 LUMP| 500.00000 500.00| 200.00000 200.00| 1400.00000 1400.00 MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 014 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950241 AWARDED VENDOR NUMBER : 34-1206611 CALL ORDER : 014 CONTRACT ID : TFUL14562 COUNTIES : FULTON HENRY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 02 LUCAS OTHERS

SET-ASIDE :

======|(1) 34-1206611 |(2) 34-4439286 |(3) 34-1233573 |NEAT-LINE COMPANY INC |CHEMI-TROL CHEMICAL CO (INC)|OGLESBY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 1,700.00| $ 900.00| $ 2,700.00 ------+------+------+------CONTRACT TOTALS | $ 97,254.34| $ 101,171.89| $ 101,291.60 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 014 -3 TABULATION OF BIDS

======|(4) 34-1546976 | | |AERO-MARK INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 643E00100 220.020 MILE| 291.00000 64025.82| | EDGE LINE | | | 0002 643E00200 42.480 MILE| 230.00000 9770.40| | LANE LINE | | | 0003 643E00300 81.810 MILE| 367.00000 30024.27| | CENTER LINE | | | 0004 643E20000 LUMP| 500.00000 500.00| | TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 104,320.49| | ------+------+------+------SECTION 0002 INCIDENTALS | | | 0005 103E05000 LUMP| 1000.00000 1000.00| | PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0006 614E11000 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0007 624E10000 LUMP| 3000.00000 3000.00| | MOBILIZATION | | | SECTION TOTALS | $ 7,000.00| | ------+------+------+------CONTRACT TOTALS | $ 111,320.49| | ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 015 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950242 AWARDED VENDOR NUMBER : 31-0954318 CALL ORDER : 015 CONTRACT ID : MGRE15131 COUNTIES : GREENE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 08 CONTRACT TIME : 07/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING VARIOUS ROADS AND FACILITIES WITHIN FRANK SEAMAN PARK AND NARROWS RESERVE, GREENE COUNTY METRO PARKS, GREENE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT REPAIR AND RESURFACING WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-0954318 WAGNER PAVING INC $ 45,237.72 100.0000% 2 31-0521486 CAVETT L P COMPANY (INC) $ 52,885.40 116.9055% 3 31-0578656 JURGENSEN JOHN R COMPANY (INC) $ 58,812.00 130.0065% 4 31-0420510 REPUBLIC ASPHALT PAVING CO INC $ 74,527.00 164.7452% ======|(1) 31-0954318 |(2) 31-0521486 |(3) 31-0578656 |WAGNER PAVING INC |CAVETT L P COMPANY (INC) |JURGENSEN JOHN R COMPANY (IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 253E01000 254.000 SY | 24.75000 6286.50| 41.00000 10414.00| 40.55000 10299.70 PAVEMENT REPAIR | | | 0002 402E20000 392.000 CY | 53.49000 20968.08| 52.50000 20580.00| 61.32000 24037.44 ASPHALT CONCRETE, AC-20 | | | 0003 404E20000 281.000 CY | 54.99000 15452.19| 59.00000 16579.00| 66.08000 18568.48 ASPHALT CONCRETE, AC-20 | | | 0004 407E10000 604.000 GAL | 0.60000 362.40| 0.60000 362.40| 0.55000 332.20 TACK COAT | | | SECTION TOTALS | $ 43,069.17| $ 47,935.40| $ 53,237.82 ------+------+------+------SECTION 0002 INCIDENTALS | | | 0005 103E05000 LUMP| 668.55000 668.55| 150.00000 150.00| 197.12000 197.12 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0006 614E11000 LUMP| 750.00000 750.00| 2000.00000 2000.00| 3377.06000 3377.06 MAINTAINING TRAFFIC | | | 0007 624E10000 LUMP| 750.00000 750.00| 2800.00000 2800.00| 2000.00000 2000.00 MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 015 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950242 AWARDED VENDOR NUMBER : 31-0954318 CALL ORDER : 015 CONTRACT ID : MGRE15131 COUNTIES : GREENE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 08

SET-ASIDE :

======|(1) 31-0954318 |(2) 31-0521486 |(3) 31-0578656 |WAGNER PAVING INC |CAVETT L P COMPANY (INC) |JURGENSEN JOHN R COMPANY (IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 2,168.55| $ 4,950.00| $ 5,574.18 ------+------+------+------CONTRACT TOTALS | $ 45,237.72| $ 52,885.40| $ 58,812.00 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 015 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950242 AWARDED VENDOR NUMBER : 31-0954318 CALL ORDER : 015 CONTRACT ID : MGRE15131 COUNTIES : GREENE LETTING DATE : 05/24/95 10:00 AM DISTRICT : 08

SET-ASIDE :

======|(4) 31-0420510 | | |REPUBLIC ASPHALT PAVING CO I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 253E01000 254.000 SY | 40.00000 10160.00| | PAVEMENT REPAIR | | | 0002 402E20000 392.000 CY | 87.50000 34300.00| | ASPHALT CONCRETE, AC-20 | | | 0003 404E20000 281.000 CY | 90.00000 25290.00| | ASPHALT CONCRETE, AC-20 | | | 0004 407E10000 604.000 GAL | 3.00000 1812.00| | TACK COAT | | | SECTION TOTALS | $ 71,562.00| | ------+------+------+------SECTION 0002 INCIDENTALS | | | 0005 103E05000 LUMP| 965.00000 965.00| | PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0006 614E11000 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | 0007 624E10000 LUMP| 1000.00000 1000.00| | MOBILIZATION | | | SECTION TOTALS | $ 2,965.00| | ------+------+------+------CONTRACT TOTALS | $ 74,527.00| | ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 016 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950243 AWARDED VENDOR NUMBER : 31-1409601 CALL ORDER : 016 CONTRACT ID : MHOC14848 COUNTIES : HOCKING LETTING DATE : 05/24/95 10:00 AM DISTRICT : 10 CONTRACT TIME : 08/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING VARIOUS ROADS AND FACILITIES WITHIN HOCKING STATE FOREST, OHIO DEPARTMENT OF NATURAL RESOURCES, HOCKING COUNTY, OHIO, INACCORDANCE WITH PLANS AND SPECIFICATIONS BY SURFACE SEALING THE PAVEMENT.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-1409601 AMERICAN PAVEMENTS $ 15,018.40 100.0000% 2 31-0908125 STRAWSER INC $ 19,242.00 128.1228% 3 31-0860455 TERRY CONSTRUCTION $ 20,052.15 133.5172% ======|(1) 31-1409601 |(2) 31-0908125 |(3) 31-0860455 |AMERICAN PAVEMENTS |STRAWSER INC |TERRY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 630E02100 12.000 LF | 6.50000 78.00| 10.00000 120.00| 3.90000 46.80 GROUND MOUNTED SUPPORT, NO. 2 POST | | | 0002 630E80102 1.500 SF | 80.00000 120.00| 20.00000 30.00| 19.50000 29.25 SIGN, FLAT SHEET, TYPE G | | | 0003 642E00090 0.090 MILE| 6000.00000 540.00| 3000.00000 270.00| 6600.00000 594.00 EDGE LINE | | | 0004 642E00290 0.015 MILE| 6000.00000 90.00| 5000.00000 75.00| 6600.00000 99.00 CENTER LINE | | | 0005 642E00690 378.000 LF | 3.10000 1171.80| 1.50000 567.00| 3.41000 1288.98 TRANSVERSE LINE | | | 0006 642E01190 100.000 LF | 2.00000 200.00| 1.50000 150.00| 2.20000 220.00 PARKING LOT STALL MARKING | | | 0007 642E01302 1.000 EACH| 75.00000 75.00| 150.00000 150.00| 100.00000 100.00 LANE ARROW, TYPE 2 | | | 0008 807E10010 2587.000 SY | 1.50000 3880.50| 2.50000 6467.50| 2.38000 6157.06 MICRO-SURFACING, SURFACE COURSE | | | 0009 807E10020 2587.000 SY | 1.30000 3363.10| 2.50000 6467.50| 2.38000 6157.06 MICRO-SURFACING, LEVELING COURSE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 016 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950243 AWARDED VENDOR NUMBER : 31-1409601 CALL ORDER : 016 CONTRACT ID : MHOC14848 COUNTIES : HOCKING LETTING DATE : 05/24/95 10:00 AM DISTRICT : 10

SET-ASIDE :

======|(1) 31-1409601 |(2) 31-0908125 |(3) 31-0860455 |AMERICAN PAVEMENTS |STRAWSER INC |TERRY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 9,518.40| $ 14,297.00| $ 14,692.15 ------+------+------+------SECTION 0002 INCIDENTALS | | | 0010 103E05000 LUMP| 400.00000 400.00| 150.00000 150.00| 360.00000 360.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0011 614E11000 LUMP| 500.00000 500.00| 795.00000 795.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0012 624E10000 LUMP| 4600.00000 4600.00| 4000.00000 4000.00| 4000.00000 4000.00 MOBILIZATION | | | SECTION TOTALS | $ 5,500.00| $ 4,945.00| $ 5,360.00 ------+------+------+------CONTRACT TOTALS | $ 15,018.40| $ 19,242.00| $ 20,052.15 ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 017 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950244 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 017 CONTRACT ID : MLIC14436 COUNTIES : LICKING LETTING DATE : 05/24/95 10:00 AM DISTRICT : 05 CONTRACT TIME : 09/30/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING VARIOUS SECTIONS OF STATE ROUTE 37, LICKING COUNTY, OHIO, INACCORDANCE WITH PLANS AND SPECIFCATIONS BY PAVEMENT REPAIR, CRACK SEALING, AND RESURFACING SHOULDERS WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-4357274 SHELLY COMPANY THE (INC) $ 555,167.43 100.0000% 2 31-1023518 KOKOSING CONSTRUCTION COMPANY INC P O BOX 226 $ 584,713.30 105.3219% ======|(1) 31-4357274 |(2) 31-1023518 | |SHELLY COMPANY THE (INC) |KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 203E12000 8071.000 CY | 12.78000 103147.38| 11.25000 90798.75| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0002 203E63000 21.000 HOUR| 52.00000 1092.00| 75.00000 1575.00| SPECIAL - GRADER RENTAL | | | 0003 203E63500 11.000 HOUR| 91.00000 1001.00| 95.00000 1045.00| SPECIAL - LOADER RENTAL | | | 0004 253E02001 274.000 CY | 120.00000 32880.00| 140.00000 38360.00| PAVEMENT REPAIR, AS PER PLAN | | | 0005 301E10002 6919.000 CY | 42.33000 292881.27| 42.25000 292327.75| BITUMINOUS AGGREGATE BASE, AC-20 | | | 0006 407E10000 1444.000 GAL | 0.45000 649.80| 1.25000 1805.00| TACK COAT | | | 0007 448E16000 1153.000 CY | 42.85000 49406.05| 46.00000 53038.00| ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20 | | | 0008 605E31100 530.000 LF | 3.50000 1855.00| 5.00000 2650.00| AGGREGATE DRAIN | | | 0009 614E12460 44.000 EACH| 35.00000 1540.00| 20.00000 880.00| WORK ZONE MARKING SIGN | | | 0010 617E10100 825.000 CY | 22.40000 18480.00| 25.00000 20625.00| COMPACTED AGGREGATE, TYPE A | | | 0011 617E25000 8.000 MGAL| 10.00000 80.00| 1.00000 8.00| WATER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 017 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950244 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 017 CONTRACT ID : MLIC14436 COUNTIES : LICKING LETTING DATE : 05/24/95 10:00 AM DISTRICT : 05

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-1023518 | |SHELLY COMPANY THE (INC) |KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0012 621E00100 25.000 EACH| 60.00000 1500.00| 55.00000 1375.00| RAISED PAVEMENT MARKER | | | 0013 642E00102 14.060 MILE| 270.00000 3796.20| 270.00000 3796.20| EDGE LINE, TYPE 2 | | | 0014 642E00302 7.030 MILE| 7.50000 52.73| 320.00000 2249.60| CENTER LINE, TYPE 2 | | | 0015 825E00104 32100.000 LB | 0.86000 27606.00| 0.80000 25680.00| CRACK SEALING, TYPE II | | | SECTION TOTALS | $ 535,967.43| $ 536,213.30| ------+------+------+------SECTION 0002 INCIDENTALS | | | 0016 103E05000 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0017 614E11000 LUMP| 12000.00000 12000.00| 21000.00000 21000.00| MAINTAINING TRAFFIC | | | 0018 619E15000 LUMP| 2200.00000 2200.00| 2500.00000 2500.00| FIELD OFFICE, TYPE A | | | 0019 619E25000 LUMP| 500.00000 500.00| 2000.00000 2000.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | | 0020 624E10000 LUMP| 3000.00000 3000.00| 20000.00000 20000.00| MOBILIZATION | | | SECTION TOTALS | $ 19,200.00| $ 48,500.00| ------+------+------+------CONTRACT TOTALS | $ 555,167.43| $ 584,713.30| ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 018 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950245 AWARDED VENDOR NUMBER : 13-3003901 CALL ORDER : 018 CONTRACT ID : MMIA15125 COUNTIES : MIAMI LETTING DATE : 05/24/95 10:00 AM DISTRICT : 07 CONTRACT TIME : 08/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING VARIOUS ROADS AND FACILIITES WITHIN THE PIQUA HISTORICAL AREA, OHIO HISTORICAL SOCIETY, MIAMI COUNTY, OHIO, INACCORDANCE WITH PLANS AND SPECIFICATIONS BY CRACK SEALING, SHAPING, AND PLACING CRUSHED AGGREGATE. SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 13-3003901 BARRETT PAVING MATERIALS INC $ 35,088.00 100.0000% 2 31-0954318 WAGNER PAVING INC $ 37,677.40 107.3797% ======|(1) 13-3003901 |(2) 31-0954318 | |BARRETT PAVING MATERIALS INC|WAGNER PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 203E61000 8302.000 SY | 1.00000 8302.00| 1.20000 9962.40| SPECIAL - SHAPING | | | 0002 409E14000 21.000 CY | 70.00000 1470.00| 40.00000 840.00| SEAL COAT COVER AGGREGATE, NO. 9 | | | 0003 411E10000 443.000 CY | 32.00000 14176.00| 35.00000 15505.00| STABILIZED CRUSHED AGGREGATE | | | 0004 825E00106 4000.000 LB | 2.10000 8400.00| 2.38000 9520.00| CRACK SEALING WITH ROUTING, TYPE II | | | SECTION TOTALS | $ 32,348.00| $ 35,827.40| ------+------+------+------SECTION 0002 INCIDENTALS | | | 0005 103E05000 LUMP| 200.00000 200.00| 600.00000 600.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0006 614E11000 LUMP| 1100.00000 1100.00| 500.00000 500.00| MAINTAINING TRAFFIC | | | 0007 624E10000 LUMP| 1440.00000 1440.00| 750.00000 750.00| MOBILIZATION | | | SECTION TOTALS | $ 2,740.00| $ 1,850.00| ------+------+------+------CONTRACT TOTALS | $ 35,088.00| $ 37,677.40| ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 019 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950246 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 019 CONTRACT ID : MSCI15154 COUNTIES : SCIOTO LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09 CONTRACT TIME : 08/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING VARIOUS ROADS AND FACILITIES WITHIN SHAWNEE STATE PARK, OHIO DEPARTMENT OF NATURAL RESOURCES, SCIOTO COUNTY, OHIO, INACCORDANCE WITH PLANS AND SPECIFCATIONS BY PAVEMENT REPAIR AND RESURFACING WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-0521486 CAVETT L P COMPANY (INC) $ 223,996.10 100.0000% 2 31-0578656 JURGENSEN JOHN R COMPANY (INC) $ 322,798.12 144.1088% ======|(1) 31-0521486 |(2) 31-0578656 | |CAVETT L P COMPANY (INC) |JURGENSEN JOHN R COMPANY (IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 202E98100 200.000 EACH| 20.00000 4000.00| 18.95000 3790.00| REMOVAL MISC.: PARKING BLOCKS REMOVED | | | AND REPLACED | | | 0002 253E02000 50.000 CY | 195.00000 9750.00| 283.44000 14172.00| PAVEMENT REPAIR | | | 0003 404E20000 3111.000 CY | 60.00000 186660.00| 81.20000 252613.20| ASPHALT CONCRETE, AC-20 | | | 0004 407E10000 8401.000 GAL | 0.60000 5040.60| 0.50000 4200.50| TACK COAT | | | 0005 642E00102 5.370 MILE| 350.00000 1879.50| 620.42000 3331.66| EDGE LINE, TYPE 2 | | | 0006 642E00302 2.280 MILE| 544.00000 1240.32| 1418.30000 3233.72| CENTER LINE, TYPE 2 | | | 0007 642E00402 100.000 LF | 0.30000 30.00| 0.39000 39.00| CHANNELIZING LINE, TYPE 2 | | | 0008 642E00502 180.000 LF | 2.00000 360.00| 2.85000 513.00| STOP LINE, TYPE 2 | | | 0009 642E01202 19784.000 LF | 0.27000 5341.68| 0.57000 11276.88| PARKING LOT STALL MARKING, TYPE 2 | | | 0010 642E01302 31.000 EACH| 31.00000 961.00| 37.01000 1147.31| LANE ARROW, TYPE 2 | | | 0011 642E01704 18.000 EACH| 31.00000 558.00| 46.99000 845.82| HANDICAP SYMBOL MARKING, TYPE 2 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 019 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950246 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 019 CONTRACT ID : MSCI15154 COUNTIES : SCIOTO LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09

SET-ASIDE :

======|(1) 31-0521486 |(2) 31-0578656 | |CAVETT L P COMPANY (INC) |JURGENSEN JOHN R COMPANY (IN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 215,821.10| $ 295,163.09| ------+------+------+------SECTION 0002 INCIDENTALS | | | 0012 103E05000 LUMP| 675.00000 675.00| 1100.79000 1100.79| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0013 614E11000 LUMP| 4000.00000 4000.00| 16534.24000 16534.24| MAINTAINING TRAFFIC | | | 0014 624E10000 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| MOBILIZATION | | | SECTION TOTALS | $ 8,175.00| $ 27,635.03| ------+------+------+------CONTRACT TOTALS | $ 223,996.10| $ 322,798.12| ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 020 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950247 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 020 CONTRACT ID : MVIN15020 COUNTIES : VINTON LETTING DATE : 05/24/95 10:00 AM DISTRICT : 10 CONTRACT TIME : 08/31/95 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING ROADS AND FACILITIES WITHIN LAKE HOPE STATE PARK, OHIO DEPARTMENT OF NATURAL RESOURCES, VINTON COUNTY, OHIO, INACCORDANCE WITH PLANS AND SPECIFICATIOS BY PLACING AGGREGATE BASE, CONDUIT, AND SURFACE SEALING THE PAVEMENT.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-4357274 SHELLY COMPANY THE (INC) $ 108,168.28 100.0000% 2 31-4351261 SHELLY & SANDS INC P O BOX 1585 $ 117,957.51 109.0500% ======|(1) 31-4357274 |(2) 31-4351261 | |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 207E70000 100.000 EACH| 4.78000 478.00| 6.30000 630.00| STRAW OR HAY BALES | | | 0002 304E20001 983.000 CY | 59.22000 58213.26| 55.03000 54094.49| AGGREGATE BASE, AS PER PLAN | | | 0003 408E10000 2360.000 GAL | 1.02000 2407.20| 1.28000 3020.80| BITUMINOUS PRIME COAT | | | 0004 409E12000 144.000 CY | 24.08000 3467.52| 38.29000 5513.76| SEAL COAT COVER AGGREGATE, NO. 8 | | | 0005 409E18000 136.000 CY | 24.08000 3274.88| 38.29000 5207.44| SEAL COAT COVER AGGREGATE, NO. 67 | | | 0006 409E20001 13496.000 GAL | 0.69000 9312.24| 0.73000 9852.08| SEAL COAT BITUMINOUS MATERIAL, AS PER | | | PLAN | | | 0007 503E41300 7.500 CY | 69.14000 518.55| 479.71000 3597.83| SPECIAL - LOW STRENGTH MORTAR BACKFILL | | | MATERIAL, CLASS LSM-100 | | | 0008 603E04200 110.000 LF | 18.66000 2052.60| 39.73000 4370.30| 12" CONDUIT, TYPE A | | | 0009 605E05101 2630.000 LF | 4.43000 11650.90| 3.65000 9599.50| 4" SHALLOW PIPE UNDERDRAIN, AS PER PLAN | | | 0010 659E10001 7100.000 SY | 0.88000 6248.00| 0.65000 4615.00| SEEDING AND MULCHING, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 020 -2 TABULATION OF BIDS ODOT PROJECT NUMBER : 950247 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 020 CONTRACT ID : MVIN15020 COUNTIES : VINTON LETTING DATE : 05/24/95 10:00 AM DISTRICT : 10

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 | |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0011 659E20000 0.070 TON | 1356.57000 94.96| 1000.00000 70.00| COMMERCIAL FERTILIZER | | | 0012 659E30000 0.360 TON | 67.83000 24.42| 50.00000 18.00| AGRICULTURAL LIMING | | | 0013 659E35000 2.000 MGAL| 1.36000 2.72| 1.00000 2.00| WATER | | | 0014 690E98600 12.000 HOUR| 163.29000 1959.48| 172.43000 2069.16| SPECIAL - ROADWAY, MISC.: GRADER RENTAL | | | SECTION TOTALS | $ 99,704.73| $ 102,660.36| ------+------+------+------SECTION 0002 INCIDENTALS | | | 0015 103E05000 LUMP| 474.80000 474.80| 500.00000 500.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0016 614E11000 LUMP| 3817.30000 3817.30| 13297.15000 13297.15| MAINTAINING TRAFFIC | | | 0017 624E10000 LUMP| 4171.45000 4171.45| 1500.00000 1500.00| MOBILIZATION | | | SECTION TOTALS | $ 8,463.55| $ 15,297.15| ------+------+------+------CONTRACT TOTALS | $ 108,168.28| $ 117,957.51| ======OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06 CONTRACT TIME : 08/31/96 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : IM-71-3(99) FOR IMPROVING SECTIONS MAD-71-4.56;PIC-71-0.00, INTERSTATE ROUTE 71 IN RANGE, PLEASANT AND DARBY TOWNSHIPS, MADISON AND PICKAWAY COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING AND RESURFACING WITH ASPHALT CONCRETE AND BY STRUCTURES REPAIR.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-4357274 SHELLY COMPANY THE (INC) $ 11,486,542.94 100.0000% 2 31-4351261 SHELLY & SANDS INC P O BOX 1585 $ 11,789,455.54 102.6371% 3 34-4408128 HEFFNER CONSTRUCTION COMPANY THE (INC) $ 12,062,274.39 105.0122% 4 34-0905448 CENTRAL-ALLIED ENTERPRISES INC PO BOX 80449 $ 12,908,040.61 112.3753% 5 31-1023518 KOKOSING CONSTRUCTION COMPANY INC P O BOX 226 $ 13,155,966.62 114.5337% ======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 10543.75000 10543.75| 10000.00000 10000.00| 27000.00000 27000.00 CLEARING AND GRUBBING | | | 0002 202E22900 2107.000 SY | 18.68000 39358.76| 17.01000 35840.07| 17.00000 35819.00 APPROACH SLAB REMOVED | | | 0003 202E23500 464180.000 SY | 0.55000 255299.00| 0.70000 324926.00| 0.40000 185672.00 WEARING COURSE REMOVED | | | 0004 202E35100 12.000 LF | 22.30000 267.60| 19.71000 236.52| 40.00000 480.00 PIPE REMOVED, 24" AND UNDER | | | 0005 202E35200 18.000 LF | 26.89000 484.02| 16.96000 305.28| 100.00000 1800.00 PIPE REMOVED, OVER 24" | | | 0006 202E38100 17440.000 LF | 0.88000 15347.20| 0.84000 14649.60| 0.80000 13952.00 GUARDRAIL REMOVED FOR STORAGE | | | 0007 202E38400 1350.000 LF | 1.32000 1782.00| 1.25000 1687.50| 1.20000 1620.00 GUARDRAIL REMOVED FOR STORAGE, BARRIER | | | DESIGN | | | 0008 202E54100 1335.000 EACH| 2.51000 3350.85| 3.86000 5153.10| 2.50000 3337.50 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | | 0009 202E75000 12965.000 LF | 0.77000 9983.05| 0.73000 9464.45| 1.25000 16206.25 FENCE REMOVED | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0010 203E12000 19789.000 CY | 5.95000 117744.55| 5.25000 103892.25| 6.50000 128628.50 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0011 203E20000 1556.000 CY | 10.40000 16182.40| 6.00000 9336.00| 12.00000 18672.00 EMBANKMENT | | | 0012 203E50000 21186.000 SY | 1.15000 24363.90| 0.50000 10593.00| 0.90000 19067.40 SUBGRADE COMPACTION | | | 0013 203E60501 10.000 MILE| 4500.00000 45000.00| 1321.24000 13212.40| 11500.00000 115000.00 LINEAR GRADING, AS PER PLAN | | | 0014 606E13000 15484.340 LF | 9.89000 153140.12| 9.40000 145552.80| 9.00000 139359.06 GUARDRAIL, TYPE 5 | | | 0015 606E15500 675.000 LF | 14.94000 10084.50| 14.21000 9591.75| 13.60000 9180.00 GUARDRAIL, BARRIER DESIGN, TYPE 5 | | | 0017 606E25500 9.000 EACH| 769.11000 6921.99| 731.19000 6580.71| 700.00000 6300.00 ANCHOR ASSEMBLY, BARRIER DESIGN, TYPE A | | | 0018 606E26100 31.000 EACH| 2571.03000 79701.93| 2444.28000 75772.68| 2340.00000 72540.00 ANCHOR ASSEMBLY, TYPE E | | | 0019 606E26500 30.000 EACH| 439.49000 13184.70| 417.83000 12534.90| 400.00000 12000.00 ANCHOR ASSEMBLY, TYPE T | | | 0020 606E35000 29.000 EACH| 988.86000 28676.94| 940.11000 27263.19| 900.00000 26100.00 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | | 0021 606E35100 16.000 EACH| 384.56000 6152.96| 365.60000 5849.60| 350.00000 5600.00 BRIDGE TERMINAL ASSEMBLY, TYPE 2 | | | 0022 607E15000 15265.000 LF | 2.75000 41978.75| 2.61000 39841.65| 3.85000 58770.25 FENCE, TYPE 47 | | | 0023 622E24001 690.000 LF | 70.32000 48520.80| 47.01000 32436.90| 73.00000 50370.00 CONCRETE BARRIER, TYPE D, AS PER PLAN | | | SECTION TOTALS | $ 928,069.77| $ 894,720.35| $ 947,473.96 ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0024 207E10000 11353.000 SY | 0.13000 1475.89| 0.13000 1475.89| 0.20000 2270.60 TEMPORARY SEEDING AND MULCHING | | | 0025 207E70000 1188.000 EACH| 4.58000 5441.04| 2.00000 2376.00| 6.50000 7722.00 STRAW OR HAY BALES | | | 0026 659E10000 59603.000 SY | 0.37000 22053.11| 0.30000 17880.90| 0.44000 26225.32 SEEDING AND MULCHING | | | 0027 659E14000 2838.000 SY | 0.21000 595.98| 0.30000 851.40| 0.10000 283.80 REPAIR SEEDING AND MULCHING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0028 659E20000 6.090 TON | 395.54000 2408.84| 365.60000 2226.50| 375.00000 2283.75 COMMERCIAL FERTILIZER | | | 0029 659E35000 86.000 MGAL| 1.10000 94.60| 5.22000 448.92| 1.00000 86.00 WATER | | | SECTION TOTALS | $ 32,069.46| $ 25,259.61| $ 38,871.47 ------+------+------+------SECTION 0003 DRAINAGE | | | 0030 601E32100 2.330 CY | 218.52000 509.15| 117.72000 274.29| 100.00000 233.00 ROCK CHANNEL PROTECTION, TYPE B WITH | | | FILTER | | | 0031 602E20000 2.480 CY | 1095.44000 2716.69| 1308.96000 3246.22| 1300.00000 3224.00 CONCRETE MASONRY | | | 0032 603E01500 13706.000 LF | 8.45000 115815.70| 10.57000 144872.42| 13.00000 178178.00 6" CONDUIT, TYPE F , 707.17 | | | NON-PERFORATED, ASTM3034 SDR35,SS931 OR | | | SS944 | | | 0033 603E05700 24.000 LF | 76.15000 1827.60| 54.44000 1306.56| 100.00000 2400.00 15" CONDUIT, TYPE A , 706.02 | | | 0034 603E52900 42.000 LF | 212.19000 8911.98| 126.76000 5323.92| 160.00000 6720.00 34" X 53" CONDUIT, TYPE A, 706.04 CLASS | | | HE-II | | | 0035 604E01601 24.000 EACH| 1166.99000 28007.76| 1776.75000 42642.00| 2150.00000 51600.00 CATCH BASIN, NO. 5, AS PER PLAN | | | 0036 604E02801 138.000 EACH| 1180.70000 162936.60| 1785.97000 246463.86| 2150.00000 296700.00 CATCH BASIN, NO. 8, AS PER PLAN | | | 0037 604E36600 196.000 EACH| 58.16000 11399.36| 209.80000 41120.80| 100.00000 19600.00 SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | | 0038 605E05101 118785.000 LF | 1.35000 160359.75| 2.09000 248260.65| 1.60000 190056.00 4" SHALLOW PIPE UNDERDRAIN, AS PER PLAN | | | , 707.15 | | | 0039 605E05200 3750.000 LF | 1.70000 6375.00| 3.12000 11700.00| 1.95000 7312.50 4" UNCLASSIFIED PIPE UNDERDRAIN | | | 0040 605E30001 100351.000 LF | 1.84000 184645.84| 1.53000 153537.03| 1.90000 190666.90 SHALLOW UNDERDRAIN, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -4 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 683,505.43| $ 898,747.75| $ 946,690.40 ------+------+------+------SECTION 0004 PAVEMENT | | | 0041 255E10000 41818.000 SY | 39.29000 1643029.22| 26.00000 1087268.00| 35.25000 1474084.50 FULL DEPTH PAVEMENT REMOVAL AND RIGID | | | REPLACEMENT, CLASS C | | | 0042 255E20000 138405.000 LF | 1.30000 179926.50| 1.20000 166086.00| 1.20000 166086.00 FULL DEPTH PAVEMENT SAWING | | | 0043 301E10002 13926.000 CY | 28.73000 400093.98| 41.20000 573751.20| 34.25000 476965.50 BITUMINOUS AGGREGATE BASE, AC-20 | | | 0044 304E20000 6100.000 CY | 23.54000 143594.00| 19.25000 117425.00| 19.50000 118950.00 AGGREGATE BASE | | | 0045 305E14001 9000.000 SY | 38.46000 346140.00| 27.83000 250470.00| 28.25000 254250.00 10" CONCRETE BASE, AS PER PLAN | | | 0046 407E10000 55905.000 GAL | 0.49000 27393.45| 0.73000 40810.65| 0.80000 44724.00 TACK COAT | | | 0047 413E14000 157523.000 LF | 1.19000 187452.37| 1.02000 160673.46| 1.10000 173275.30 SAWING AND SEALING ASPHALT CONCRETE | | | PAVEMENT JOINTS | | | 0048 446E01200 53219.000 CY | 28.50000 1516741.50| 35.70000 1899918.30| 34.75000 1849360.25 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 2, AC-20 | | | 0049 446E01400 21910.000 CY | 40.18000 880343.80| 42.00000 920220.00| 43.00000 942130.00 ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20 | | | 0050 450E31102 165.000 LB | 12.25000 2021.25| 5.22000 861.30| 5.00000 825.00 SPECIAL - CRACK SEALING, HOT APPLIED, | | | 705.04, WITH ROUTING | | | 0051 450E36100 100.000 CY | 70.88000 7088.00| 577.45000 57745.00| 45.00000 4500.00 SPECIAL - PATCHING EXISTING PAVED | | | SHOULDER | | | 0052 611E25000 2882.000 SY | 115.37000 332496.34| 101.65000 292955.30| 95.00000 273790.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=15") | | | SECTION TOTALS | $ 5,666,320.41| $ 5,568,184.21| $ 5,778,940.55 ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0053 620E10300 303.000 EACH| 25.27000 7656.81| 24.02000 7278.06| 23.00000 6969.00 DELINEATOR, TYPE C, POST MOUNTED | | | 0054 620E15300 37.000 EACH| 25.27000 934.99| 24.02000 888.74| 23.00000 851.00 DELINEATOR, TYPE D, POST MOUNTED | | | 0055 621E00100 1469.000 EACH| 25.81000 37914.89| 24.54000 36049.26| 23.50000 34521.50 RAISED PAVEMENT MARKER | | | 0056 642E00102 43.230 MILE| 266.99000 11541.98| 253.83000 10973.07| 243.00000 10504.89 EDGE LINE, TYPE 2 | | | 0057 642E00202 5.200 MILE| 198.87000 1034.12| 189.07000 983.16| 393.00000 2043.60 LANE LINE, TYPE 2 | | | 0058 642E00302 0.700 MILE| 435.10000 304.57| 413.64000 289.55| 396.00000 277.20 CENTER LINE, TYPE 2 | | | 0059 642E00402 2352.000 LF | 0.31000 729.12| 0.29000 682.08| 0.28000 658.56 CHANNELIZING LINE, TYPE 2 | | | 0060 642E00502 32.000 LF | 1.85000 59.20| 1.76000 56.32| 1.68000 53.76 STOP LINE, TYPE 2 | | | 0061 642E00702 1164.000 LF | 1.25000 1455.00| 1.19000 1385.16| 1.14000 1326.96 TRANSVERSE LINE, TYPE 2 | | | 0062 642E01512 147.000 LF | 0.59000 86.73| 0.56000 82.32| 0.54000 79.38 DOTTED LINE, 6", TYPE 2 | | | 0063 802E00100 120.000 EACH| 5.49000 658.80| 5.22000 626.40| 5.50000 660.00 BARRIER REFLECTOR, TYPE A | | | 0064 802E00200 92.000 EACH| 5.30000 487.60| 5.03000 462.76| 5.00000 460.00 BARRIER REFLECTOR, TYPE B | | | SECTION TOTALS | $ 62,863.81| $ 59,756.88| $ 58,405.85 ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0065 301E10003 150.000 CY | 64.60000 9690.00| 44.37000 6655.50| 60.00000 9000.00 BITUMINOUS AGGREGATE BASE, AC-20, AS | | | PER PLAN | | | 0066 404E35001 1700.000 CY | 57.69000 98073.00| 30.00000 51000.00| 85.00000 144500.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC, AS PER PLAN | | | 0067 407E10000 700.000 GAL | 0.49000 343.00| 0.52000 364.00| 1.00000 700.00 TACK COAT | | | 0068 614E11100 300.000 HOUR| 38.46000 11538.00| 26.11000 7833.00| 37.50000 11250.00 LAW ENFORCEMENT OFFICER WITH PATROL CAR | | | 0069 614E12460 18.000 EACH| 33.69000 606.42| 118.17000 2127.06| 150.00000 2700.00 WORK ZONE MARKING SIGN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -6 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06 SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0070 614E12470 18.000 EACH| 33.69000 606.42| 163.21000 2937.78| 150.00000 2700.00 WORK ZONE SPEED LIMIT SIGN | | | 0071 614E12500 300.000 SF | 10.99000 3297.00| 9.32000 2796.00| 12.00000 3600.00 SPECIAL - REPLACEMENT SIGN | | | 0072 614E12600 500.000 EACH| 57.20000 28600.00| 26.11000 13055.00| 40.00000 20000.00 SPECIAL - REPLACEMENT DRUM | | | 0073 614E12800 1482.000 EACH| 2.93000 4342.26| 1.50000 2223.00| 5.00000 7410.00 TEMPORARY RAISED PAVEMENT MARKER | | | 0074 614E13300 2431.000 EACH| 2.76000 6709.56| 3.00000 7293.00| 4.50000 10939.50 BARRIER REFLECTOR, TYPE B | | | 0075 614E13302 68.000 EACH| 3.17000 215.56| 2.68000 182.24| 5.25000 357.00 BARRIER REFLECTOR, TYPE B2 | | | 0076 614E13350 4554.000 EACH| 1.10000 5009.40| 7.52000 34246.08| 10.25000 46678.50 OBJECT MARKER | | | 0077 614E18501 6.000 EACH| 14296.46000 85778.76| 15668.45000 94010.70| 15000.00000 90000.00 PORTABLE CHANGEABLE MESSAGE SIGN, AS | | | PER PLAN | | | 0078 614E20400 32.190 MILE| 203.19000 6540.69| 65.09000 2095.25| 150.00000 4828.50 TEMPORARY LANE LINE, CLASS II | | | 0079 614E21300 0.050 MILE| 1185.08000 59.25| 10289.00000 514.45| 10250.00000 512.50 TEMPORARY CENTER LINE, CLASS I, 740.05, | | | TYPE C | | | 0080 614E21400 0.230 MILE| 157.96000 36.33| 1013.35000 233.07| 8000.00000 1840.00 TEMPORARY CENTER LINE, CLASS II | | | 0081 614E22000 74.100 MILE| 293.08000 21717.23| 300.00000 22230.00| 275.00000 20377.50 TEMPORARY EDGE LINE, CLASS I | | | 0082 614E22300 0.030 MILE| 4187.24000 125.62| 7399.00000 221.97| 8500.00000 255.00 TEMPORARY EDGE LINE, CLASS I, 740.05, | | | TYPE C | | | 0083 614E26000 258.000 LF | 1.02000 263.16| 1.12000 288.96| 3.50000 903.00 TEMPORARY STOP LINE, CLASS I | | | 0084 614E28000 400.000 LF | 0.73000 292.00| 0.31000 124.00| 0.50000 200.00 TEMPORARY GORE MARKING, CLASS II | | | 0085 615E10000 LUMP| 44733.56000 44733.56| 195995.82000 195995.82| 180000.00000 180000.00 TEMPORARY ROAD | | | 0086 615E20000 16240.000 SY | 13.29000 215829.60| 14.44000 234505.60| 14.80000 240352.00 TEMPORARY PAVEMENT, CLASS A | | | 0087 616E10000 210.000 MGAL| 9.83000 2064.30| 40.50000 8505.00| 30.00000 6300.00 WATER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -7 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0088 616E20000 20.000 TON | 562.28000 11245.60| 208.91000 4178.20| 200.00000 4000.00 CALCIUM CHLORIDE | | | 0089 617E10100 150.000 CY | 20.00000 3000.00| 10.49000 1573.50| 30.00000 4500.00 COMPACTED AGGREGATE, TYPE A | | | 0090 617E10200 8543.000 CY | 16.85000 143949.55| 5.51000 47071.93| 16.10000 137542.30 COMPACTED AGGREGATE, TYPE B | | | 0091 617E25000 331.000 MGAL| 7.12000 2356.72| 40.50000 13405.50| 1.00000 331.00 WATER | | | 0092 622E40020 96680.000 LF | 7.01000 677726.80| 7.46000 721232.80| 6.50000 628420.00 PORTABLE CONCRETE BARRIER, 32" | | | 0093 622E40031 15480.000 LF | 8.90000 137772.00| 10.51000 162694.80| 8.50000 131580.00 PORTABLE CONCRETE BARRIER, 50", AS PER | | | PLAN | | | 0094 622E40040 543.000 LF | 13.46000 7308.78| 18.08000 9817.44| 10.00000 5430.00 PORTABLE CONCRETE BARRIER, 32", BRIDGE | | | MOUNTED | | | 0095 625E39001 LUMP| 82404.67000 82404.67| 78342.26000 78342.26| 75000.00000 75000.00 TEMPORARY LIGHTING, AS PER PLAN | | | SECTION TOTALS | $ 1,612,235.24| $ 1,727,753.91| $ 1,792,206.80 ------+------+------+------SECTION 0007 STRUCTURES REPAIR | | | 0096 202E11001 LUMP| 8240.47000 8240.47| 9042.28000 9042.28| 10000.00000 10000.00 STRUCTURE REMOVED, AS PER PLAN (PORTION | | | OF THE BULB ANGLE) | | | 0097 202E11300 2.880 CY | 659.24000 1898.61| 1564.34000 4505.30| 1550.00000 4464.00 PORTIONS OF STRUCTURE REMOVED (ABUTMENT)| | | 0098 202E11300 761.000 CY | 192.28000 146325.08| 386.11000 293829.71| 385.00000 292985.00 PORTIONS OF STRUCTURE REMOVED (PARAPET | | | & CURB) | | | 0099 202E11300 2.000 CY | 659.24000 1318.48| 1555.15000 3110.30| 1550.00000 3100.00 PORTIONS OF STRUCTURE REMOVED (WINGWALL)| | | 0100 202E23500 7515.000 SY | 2.47000 18562.05| 1.79000 13451.85| 2.00000 15030.00 WEARING COURSE REMOVED | | | 0101 202E38600 3564.000 LF | 1.10000 3920.40| 2.63000 9373.32| 2.75000 9801.00 BRIDGE RAILING REMOVED FOR STORAGE | | | 0102 507E71200 1718.000 LF | 65.92000 113250.56| 87.74000 150737.32| 90.00000 154620.00 SPECIAL - PILE ENCASEMENT | | | 0103 509E15830 120628.000 LB | 0.60000 72376.80| 0.59000 71170.52| 0.60000 72376.80 EPOXY COATED REINFORCING STEEL, GRADE | | | 60 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -8 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0104 509E15830 400.000 LB | 1.10000 440.00| 1.32000 528.00| 1.25000 500.00 EPOXY COATED REINFORCING STEEL, GRADE | | | 60 , MISC. | | | 0105 510E11101 4638.000 EACH| 10.99000 50971.62| 5.81000 26946.78| 5.75000 26668.50 DOWEL HOLE, AS PER PLAN | | | 0106 511E31502 680.000 CY | 466.96000 317532.80| 388.49000 264173.20| 395.00000 268600.00 CLASS S CONCRETE, SUPERSTRUCTURE | | | 0107 512E33300 98.000 SY | 21.97000 2153.06| 16.85000 1651.30| 20.00000 1960.00 TYPE A WATERPROOFING | | | 0108 512E67500 1154.000 SY | 5.49000 6335.46| 8.88000 10247.52| 10.00000 11540.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | 0109 514E00050 12384.000 SF | 3.30000 40867.20| 3.66000 45325.44| 3.50000 43344.00 SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-0471) | | | 0110 514E00050 11245.000 SF | 3.30000 37108.50| 3.66000 41156.70| 3.50000 39357.50 SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-0667L/R) | | | 0111 514E00050 17414.000 SF | 3.30000 57466.20| 3.66000 63735.24| 3.50000 60949.00 SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-0873L/R) | | | 0112 514E00050 12718.000 SF | 3.30000 41969.40| 3.66000 46547.88| 3.50000 44513.00 SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-0959) | | | 0113 514E00050 12165.000 SF | 3.30000 40144.50| 3.66000 44523.90| 3.50000 42577.50 SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-1145) | | | 0114 514E00050 12428.000 SF | 3.30000 41012.40| 3.66000 45486.48| 3.50000 43498.00 SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (PIC-71-0099) | | | 0115 514E00050 19195.000 SF | 3.30000 63343.50| 3.66000 70253.70| 3.50000 67182.50 SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (PIC-71-0278) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -9 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0116 514E00056 12384.000 SF | 0.55000 6811.20| 0.55000 6811.20| 0.48000 5944.32 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-0471) | | | 0117 514E00056 11245.000 SF | 0.55000 6184.75| 0.55000 6184.75| 0.48000 5397.60 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-0667L/R) | | | 0118 514E00056 17414.000 SF | 0.55000 9577.70| 0.55000 9577.70| 0.48000 8358.72 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-0873L/R) | | | 0119 514E00056 12718.000 SF | 0.55000 6994.90| 0.55000 6994.90| 0.48000 6104.64 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-0959) | | | 0120 514E00056 12165.000 SF | 0.55000 6690.75| 0.55000 6690.75| 0.48000 5839.20 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-1145) | | | 0121 514E00056 12428.000 SF | 0.55000 6835.40| 0.55000 6835.40| 0.48000 5965.44 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (PIC-71-0099) | | | 0122 514E00056 19195.000 SF | 0.55000 10557.25| 0.55000 10557.25| 0.48000 9213.60 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (PIC-71-0278) | | | 0123 514E00060 12384.000 SF | 0.55000 6811.20| 0.55000 6811.20| 0.48000 5944.32 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-0471) | | | 0124 514E00060 11245.000 SF | 0.55000 6184.75| 0.55000 6184.75| 0.48000 5397.60 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-0667L/R) | | | 0125 514E00060 17414.000 SF | 0.55000 9577.70| 0.55000 9577.70| 0.48000 8358.72 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-0873L/R) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -10 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06 SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0126 514E00060 12718.000 SF | 0.55000 6994.90| 0.55000 6994.90| 0.48000 6104.64 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-0959) | | | 0127 514E00060 12165.000 SF | 0.55000 6690.75| 0.55000 6690.75| 0.48000 5839.20 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-1145) | | | 0128 514E00060 12428.000 SF | 0.55000 6835.40| 0.55000 6835.40| 0.48000 5965.44 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (PIC-71-0099) | | | 0129 514E00060 19195.000 SF | 0.55000 10557.25| 0.55000 10557.25| 0.48000 9213.60 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (PIC-71-0278) | | | 0130 514E00066 12384.000 SF | 0.55000 6811.20| 0.55000 6811.20| 0.48000 5944.32 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-0471) | | | 0131 514E00066 11245.000 SF | 0.55000 6184.75| 0.55000 6184.75| 0.48000 5397.60 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-0667L/R) | | | 0132 514E00066 17414.000 SF | 0.55000 9577.70| 0.55000 9577.70| 0.48000 8358.72 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-0873L/R) | | | 0133 514E00066 12718.000 SF | 0.55000 6994.90| 0.55000 6994.90| 0.48000 6104.64 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-0959) | | | 0134 514E00066 12165.000 SF | 0.55000 6690.75| 0.55000 6690.75| 0.48000 5839.20 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-1145) | | | 0135 514E00066 12428.000 SF | 0.55000 6835.40| 0.55000 6835.40| 0.48000 5965.44 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (PIC-71-0099) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -11 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 |(3) 34-4408128 |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC |HEFFNER CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0136 514E00066 19195.000 SF | 0.55000 10557.25| 0.55000 10557.25| 0.48000 9213.60 SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (PIC-71-0278) | | | 0137 516E11800 578.000 LF | 71.42000 41280.76| 49.09000 28374.02| 55.00000 31790.00 VERTICAL EXTENSION OF STRUCTURAL | | | EXPANSION JOINT | | | 0138 516E11900 11.000 LF | 329.62000 3625.82| 668.52000 7353.72| 800.00000 8800.00 HORIZONTAL EXTENSION OF STRUCTURAL | | | EXPANSION JOINT | | | 0139 516E13600 100.000 SF | 10.99000 1099.00| 13.17000 1317.00| 10.00000 1000.00 1" PREFORMED EXPANSION JOINT FILLER | | | 0140 519E11100 1420.000 SF | 2.75000 3905.00| 5.22000 7412.40| 5.00000 7100.00 PATCHING CONCRETE STRUCTURE | | | 0141 845E10300 4545.000 SY | 34.06000 154802.70| 38.91000 176845.95| 39.00000 177255.00 LATEX MODIFIED CONCRETE OVERLAY (1-1/4" | | | THICK) | | | 0142 845E11000 109.000 CY | 1098.73000 119761.57| 313.37000 34157.33| 325.00000 35425.00 LATEX MODIFIED CONCRETE, VARIABLE | | | THICKNESS | | | 0143 850E12000 8116.000 SY | 28.57000 231874.12| 30.55000 247943.80| 31.00000 251596.00 SUPERPLASTICIZED DENSE CONCRETE OVERLAY | | | (1-3/4" THICK) | | | 0144 850E20000 341.000 CY | 769.11000 262266.51| 78.34000 26713.94| 100.00000 34100.00 SUPERPLASTICIZED DENSE CONCRETE OVERLAY | | | (VARIABLE THICKNESS) | | | SECTION TOTALS | $ 2,044,808.42| $ 1,906,870.75| $ 1,900,603.36 ------+------+------+------SECTION 0008 INCIDENTALS | | | 0145 100E00400 2800.000 HOUR| 1.10000 3080.00| 0.89000 2492.00| 1.00000 2800.00 SPECIAL - TRAINING PER FHPM 6-4-1-2 (4 | | | TRAINEES) | | | 0146 103E05000 LUMP| 36258.06000 36258.06| 52750.00000 52750.00| 50000.00000 50000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0147 614E11001 LUMP| 202962.57000 202962.57| 200000.00000 200000.00| 195000.00000 195000.00 MAINTAINING TRAFFIC, AS PER PLAN | | | 0148 619E15020 LUMP| 37082.10000 37082.10| 40000.00000 40000.00| 38000.00000 38000.00 FIELD OFFICE, TYPE C | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -12 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ROADWAY | | | 0001 201E11000 LUMP| 34551.44000 34551.44| 12750.00000 12750.00| CLEARING AND GRUBBING | | | 0002 202E22900 2107.000 SY | 15.00000 31605.00| 9.50000 20016.50| APPROACH SLAB REMOVED | | | 0003 202E23500 464180.000 SY | 1.07000 496672.60| 0.30000 139254.00| WEARING COURSE REMOVED | | | 0004 202E35100 12.000 LF | 25.00000 300.00| 11.00000 132.00| PIPE REMOVED, 24" AND UNDER | | | 0005 202E35200 18.000 LF | 25.00000 450.00| 17.00000 306.00| PIPE REMOVED, OVER 24" | | | 0006 202E38100 17440.000 LF | 0.50000 8720.00| 0.80000 13952.00| GUARDRAIL REMOVED FOR STORAGE | | | 0007 202E38400 1350.000 LF | 1.20000 1620.00| 1.20000 1620.00| GUARDRAIL REMOVED FOR STORAGE, BARRIER | | | DESIGN | | | 0008 202E54100 1335.000 EACH| 4.00000 5340.00| 2.50000 3337.50| RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | | 0009 202E75000 12965.000 LF | 0.70000 9075.50| 0.80000 10372.00| FENCE REMOVED | | | 0010 203E12000 19789.000 CY | 12.74000 252111.86| 8.10000 160290.90| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | 0011 203E20000 1556.000 CY | 10.06000 15653.36| 3.85000 5990.60| EMBANKMENT | | | 0012 203E50000 21186.000 SY | 0.64000 13559.04| 0.40000 8474.40| SUBGRADE COMPACTION | | | 0013 203E60501 10.000 MILE| 9702.78000 97027.80| 1850.00000 18500.00| LINEAR GRADING, AS PER PLAN | | | 0014 606E13000 15484.340 LF | 9.00000 139359.06| 9.20000 142455.93| GUARDRAIL, TYPE 5 | | | 0015 606E15500 675.000 LF | 13.60000 9180.00| 13.80000 9315.00| GUARDRAIL, BARRIER DESIGN, TYPE 5 | | | 0017 606E25500 9.000 EACH| 700.00000 6300.00| 725.00000 6525.00| ANCHOR ASSEMBLY, BARRIER DESIGN, TYPE A | | | 0018 606E26100 31.000 EACH| 2340.00000 72540.00| 2400.00000 74400.00| ANCHOR ASSEMBLY, TYPE E | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -14 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0019 606E26500 30.000 EACH| 400.00000 12000.00| 400.00000 12000.00| ANCHOR ASSEMBLY, TYPE T | | | 0020 606E35000 29.000 EACH| 900.00000 26100.00| 925.00000 26825.00| BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | | 0021 606E35100 16.000 EACH| 350.00000 5600.00| 350.00000 5600.00| BRIDGE TERMINAL ASSEMBLY, TYPE 2 | | | 0022 607E15000 15265.000 LF | 2.50000 38162.50| 2.60000 39689.00| FENCE, TYPE 47 | | | 0023 622E24001 690.000 LF | 44.97000 31029.30| 72.50000 50025.00| CONCRETE BARRIER, TYPE D, AS PER PLAN | | | SECTION TOTALS | $ 1,306,957.46| $ 761,830.83| ------+------+------+------SECTION 0002 EROSION CONTROL | | | 0024 207E10000 11353.000 SY | 0.12000 1362.36| 0.10000 1135.30| TEMPORARY SEEDING AND MULCHING | | | 0025 207E70000 1188.000 EACH| 2.00000 2376.00| 7.00000 8316.00| STRAW OR HAY BALES | | | 0026 659E10000 59603.000 SY | 0.29000 17284.87| 0.35000 20861.05| SEEDING AND MULCHING | | | 0027 659E14000 2838.000 SY | 0.19000 539.22| 0.20000 567.60| REPAIR SEEDING AND MULCHING | | | 0028 659E20000 6.090 TON | 350.00000 2131.50| 375.00000 2283.75| COMMERCIAL FERTILIZER | | | 0029 659E35000 86.000 MGAL| 1.00000 86.00| 1.00000 86.00| WATER | | | SECTION TOTALS | $ 23,779.95| $ 33,249.70| ------+------+------+------SECTION 0003 DRAINAGE | | | 0030 601E32100 2.330 CY | 150.00000 349.50| 58.00000 135.14| ROCK CHANNEL PROTECTION, TYPE B WITH | | | FILTER | | | 0031 602E20000 2.480 CY | 500.00000 1240.00| 850.00000 2108.00| CONCRETE MASONRY | | | 0032 603E01500 13706.000 LF | 10.00000 137060.00| 6.75000 92515.50| 6" CONDUIT, TYPE F , 707.17 | | | NON-PERFORATED, ASTM3034 SDR35,SS931 OR | | | SS944 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -15 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0033 603E05700 24.000 LF | 50.00000 1200.00| 48.00000 1152.00| 15" CONDUIT, TYPE A , 706.02 | | | 0034 603E52900 42.000 LF | 125.00000 5250.00| 129.00000 5418.00| 34" X 53" CONDUIT, TYPE A, 706.04 CLASS | | | HE-II | | | 0035 604E01601 24.000 EACH| 1086.93000 26086.32| 1515.00000 36360.00| CATCH BASIN, NO. 5, AS PER PLAN | | | 0036 604E02801 138.000 EACH| 999.88000 137983.44| 1465.00000 202170.00| CATCH BASIN, NO. 8, AS PER PLAN | | | 0037 604E36600 196.000 EACH| 100.00000 19600.00| 85.00000 16660.00| SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | | 0038 605E05101 118785.000 LF | 4.46000 529781.10| 1.70000 201934.50| 4" SHALLOW PIPE UNDERDRAIN, AS PER PLAN | | | , 707.15 | | | 0039 605E05200 3750.000 LF | 2.49000 9337.50| 3.10000 11625.00| 4" UNCLASSIFIED PIPE UNDERDRAIN | | | 0040 605E30001 100351.000 LF | 2.46000 246863.46| 2.55000 255895.05| SHALLOW UNDERDRAIN, AS PER PLAN | | | SECTION TOTALS | $ 1,114,751.32| $ 825,973.19| ------+------+------+------SECTION 0004 PAVEMENT | | | 0041 255E10000 41818.000 SY | 21.00000 878178.00| 45.35000 1896446.30| FULL DEPTH PAVEMENT REMOVAL AND RIGID | | | REPLACEMENT, CLASS C | | | 0042 255E20000 138405.000 LF | 1.18000 163317.90| 1.20000 166086.00| FULL DEPTH PAVEMENT SAWING | | | 0043 301E10002 13926.000 CY | 42.00000 584892.00| 41.60000 579321.60| BITUMINOUS AGGREGATE BASE, AC-20 | | | 0044 304E20000 6100.000 CY | 24.27000 148047.00| 20.80000 126880.00| AGGREGATE BASE | | | 0045 305E14001 9000.000 SY | 31.81000 286290.00| 29.75000 267750.00| 10" CONCRETE BASE, AS PER PLAN | | | 0046 407E10000 55905.000 GAL | 0.40000 22362.00| 0.70000 39133.50| TACK COAT | | | 0047 413E14000 157523.000 LF | 0.98000 154372.54| 1.00000 157523.00| SAWING AND SEALING ASPHALT CONCRETE | | | PAVEMENT JOINTS | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -16 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06 SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0048 446E01200 53219.000 CY | 34.70000 1846699.30| 41.85000 2227215.15| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 2, AC-20 | | | 0049 446E01400 21910.000 CY | 40.00000 876400.00| 44.75000 980472.50| ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20 | | | 0050 450E31102 165.000 LB | 1.00000 165.00| 2.50000 412.50| SPECIAL - CRACK SEALING, HOT APPLIED, | | | 705.04, WITH ROUTING | | | 0051 450E36100 100.000 CY | 100.00000 10000.00| 137.00000 13700.00| SPECIAL - PATCHING EXISTING PAVED | | | SHOULDER | | | 0052 611E25000 2882.000 SY | 86.37000 248918.34| 104.00000 299728.00| REINFORCED CONCRETE APPROACH SLAB | | | (T=15") | | | SECTION TOTALS | $ 5,219,642.08| $ 6,754,668.55| ------+------+------+------SECTION 0005 TRAFFIC CONTROL | | | 0053 620E10300 303.000 EACH| 23.00000 6969.00| 23.00000 6969.00| DELINEATOR, TYPE C, POST MOUNTED | | | 0054 620E15300 37.000 EACH| 23.00000 851.00| 23.00000 851.00| DELINEATOR, TYPE D, POST MOUNTED | | | 0055 621E00100 1469.000 EACH| 23.49000 34506.81| 23.50000 34521.50| RAISED PAVEMENT MARKER | | | 0056 642E00102 43.230 MILE| 243.00000 10504.89| 250.00000 10807.50| EDGE LINE, TYPE 2 | | | 0057 642E00202 5.200 MILE| 181.00000 941.20| 200.00000 1040.00| LANE LINE, TYPE 2 | | | 0058 642E00302 0.700 MILE| 396.00000 277.20| 400.00000 280.00| CENTER LINE, TYPE 2 | | | 0059 642E00402 2352.000 LF | 0.28000 658.56| 0.30000 705.60| CHANNELIZING LINE, TYPE 2 | | | 0060 642E00502 32.000 LF | 1.68000 53.76| 1.80000 57.60| STOP LINE, TYPE 2 | | | 0061 642E00702 1164.000 LF | 1.14000 1326.96| 1.15000 1338.60| TRANSVERSE LINE, TYPE 2 | | | 0062 642E01512 147.000 LF | 0.54000 79.38| 0.55000 80.85| DOTTED LINE, 6", TYPE 2 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -17 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0063 802E00100 120.000 EACH| 5.00000 600.00| 5.00000 600.00| BARRIER REFLECTOR, TYPE A | | | 0064 802E00200 92.000 EACH| 4.82000 443.44| 5.00000 460.00| BARRIER REFLECTOR, TYPE B | | | SECTION TOTALS | $ 57,212.20| $ 57,711.65| ------+------+------+------SECTION 0006 MAINTENANCE OF TRAFFIC | | | 0065 301E10003 150.000 CY | 65.00000 9750.00| 152.00000 22800.00| BITUMINOUS AGGREGATE BASE, AC-20, AS | | | PER PLAN | | | 0066 404E35001 1700.000 CY | 60.00000 102000.00| 56.50000 96050.00| BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC, AS PER PLAN | | | 0067 407E10000 700.000 GAL | 1.00000 700.00| 1.25000 875.00| TACK COAT | | | 0068 614E11100 300.000 HOUR| 35.00000 10500.00| 42.50000 12750.00| LAW ENFORCEMENT OFFICER WITH PATROL CAR | | | 0069 614E12460 18.000 EACH| 75.00000 1350.00| 225.00000 4050.00| WORK ZONE MARKING SIGN | | | 0070 614E12470 18.000 EACH| 75.00000 1350.00| 165.00000 2970.00| WORK ZONE SPEED LIMIT SIGN | | | 0071 614E12500 300.000 SF | 5.00000 1500.00| 9.00000 2700.00| SPECIAL - REPLACEMENT SIGN | | | 0072 614E12600 500.000 EACH| 40.00000 20000.00| 45.00000 22500.00| SPECIAL - REPLACEMENT DRUM | | | 0073 614E12800 1482.000 EACH| 5.00000 7410.00| 2.75000 4075.50| TEMPORARY RAISED PAVEMENT MARKER | | | 0074 614E13300 2431.000 EACH| 5.00000 12155.00| 4.25000 10331.75| BARRIER REFLECTOR, TYPE B | | | 0075 614E13302 68.000 EACH| 5.00000 340.00| 4.25000 289.00| BARRIER REFLECTOR, TYPE B2 | | | 0076 614E13350 4554.000 EACH| 10.00000 45540.00| 5.50000 25047.00| OBJECT MARKER | | | 0077 614E18501 6.000 EACH| 17000.00000 102000.00| 12750.00000 76500.00| PORTABLE CHANGEABLE MESSAGE SIGN, AS | | | PER PLAN | | | 0078 614E20400 32.190 MILE| 350.00000 11266.50| 90.00000 2897.10| TEMPORARY LANE LINE, CLASS II | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -18 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0079 614E21300 0.050 MILE| 350.00000 17.50| 9500.00000 475.00| TEMPORARY CENTER LINE, CLASS I, 740.05, | | | TYPE C | | | 0080 614E21400 0.230 MILE| 350.00000 80.50| 180.00000 41.40| TEMPORARY CENTER LINE, CLASS II | | | 0081 614E22000 74.100 MILE| 350.00000 25935.00| 310.00000 22971.00| TEMPORARY EDGE LINE, CLASS I | | | 0082 614E22300 0.030 MILE| 350.00000 10.50| 6000.00000 180.00| TEMPORARY EDGE LINE, CLASS I, 740.05, | | | TYPE C | | | 0083 614E26000 258.000 LF | 5.00000 1290.00| 1.60000 412.80| TEMPORARY STOP LINE, CLASS I | | | 0084 614E28000 400.000 LF | 1.00000 400.00| 0.60000 240.00| TEMPORARY GORE MARKING, CLASS II | | | 0085 615E10000 LUMP| 192070.62000 192070.62| 96500.00000 96500.00| TEMPORARY ROAD | | | 0086 615E20000 16240.000 SY | 20.66000 335518.40| 13.85000 224924.00| TEMPORARY PAVEMENT, CLASS A | | | 0087 616E10000 210.000 MGAL| 1.00000 210.00| 8.00000 1680.00| WATER | | | 0088 616E20000 20.000 TON | 25.00000 500.00| 175.00000 3500.00| CALCIUM CHLORIDE | | | 0089 617E10100 150.000 CY | 17.00000 2550.00| 26.75000 4012.50| COMPACTED AGGREGATE, TYPE A | | | 0090 617E10200 8543.000 CY | 22.25000 190081.75| 18.75000 160181.25| COMPACTED AGGREGATE, TYPE B | | | 0091 617E25000 331.000 MGAL| 1.00000 331.00| 1.00000 331.00| WATER | | | 0092 622E40020 96680.000 LF | 6.15000 594582.00| 7.90000 763772.00| PORTABLE CONCRETE BARRIER, 32" | | | 0093 622E40031 15480.000 LF | 13.80000 213624.00| 11.05000 171054.00| PORTABLE CONCRETE BARRIER, 50", AS PER | | | PLAN | | | 0094 622E40040 543.000 LF | 8.00000 4344.00| 11.50000 6244.50| PORTABLE CONCRETE BARRIER, 32", BRIDGE | | | MOUNTED | | | 0095 625E39001 LUMP| 125000.00000 125000.00| 76500.00000 76500.00| TEMPORARY LIGHTING, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -19 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION TOTALS | $ 2,012,406.77| $ 1,816,854.80| ------+------+------+------SECTION 0007 STRUCTURES REPAIR | | | 0096 202E11001 LUMP| 5630.64000 5630.64| 18500.00000 18500.00| STRUCTURE REMOVED, AS PER PLAN (PORTION | | | OF THE BULB ANGLE) | | | 0097 202E11300 2.880 CY | 750.00000 2160.00| 425.00000 1224.00| PORTIONS OF STRUCTURE REMOVED (ABUTMENT)| | | 0098 202E11300 761.000 CY | 256.74000 195379.14| 205.00000 156005.00| PORTIONS OF STRUCTURE REMOVED (PARAPET | | | & CURB) | | | 0099 202E11300 2.000 CY | 1000.00000 2000.00| 450.00000 900.00| PORTIONS OF STRUCTURE REMOVED (WINGWALL)| | | 0100 202E23500 7515.000 SY | 1.75000 13151.25| 1.60000 12024.00| WEARING COURSE REMOVED | | | 0101 202E38600 3564.000 LF | 2.00000 7128.00| 2.00000 7128.00| BRIDGE RAILING REMOVED FOR STORAGE | | | 0102 507E71200 1718.000 LF | 86.80000 149122.40| 69.80000 119916.40| SPECIAL - PILE ENCASEMENT | | | 0103 509E15830 120628.000 LB | 0.71000 85645.88| 0.45000 54282.60| EPOXY COATED REINFORCING STEEL, GRADE | | | 60 | | | 0104 509E15830 400.000 LB | 0.75000 300.00| 0.45000 180.00| EPOXY COATED REINFORCING STEEL, GRADE | | | 60 , MISC. | | | 0105 510E11101 4638.000 EACH| 5.00000 23190.00| 11.00000 51018.00| DOWEL HOLE, AS PER PLAN | | | 0106 511E31502 680.000 CY | 304.69000 207189.20| 335.00000 227800.00| CLASS S CONCRETE, SUPERSTRUCTURE | | | 0107 512E33300 98.000 SY | 15.00000 1470.00| 4.50000 441.00| TYPE A WATERPROOFING | | | 0108 512E67500 1154.000 SY | 4.70000 5423.80| 6.00000 6924.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | 0109 514E00050 12384.000 SF | 2.50000 30960.00| 3.30000 40867.20| SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-0471) | | | 0110 514E00050 11245.000 SF | 2.50000 28112.50| 3.30000 37108.50| SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-0667L/R) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -20 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0111 514E00050 17414.000 SF | 2.50000 43535.00| 3.30000 57466.20| SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-0873L/R) | | | 0112 514E00050 12718.000 SF | 2.50000 31795.00| 3.30000 41969.40| SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-0959) | | | 0113 514E00050 12165.000 SF | 2.50000 30412.50| 3.30000 40144.50| SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (MAD-71-1145) | | | 0114 514E00050 12428.000 SF | 2.50000 31070.00| 3.30000 41012.40| SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (PIC-71-0099) | | | 0115 514E00050 19195.000 SF | 2.50000 47987.50| 3.30000 63343.50| SPECIAL - SURFACE PREPARATION OF | | | EXISTING STEEL, SYSTEM OZEU | | | (PIC-71-0278) | | | 0116 514E00056 12384.000 SF | 1.00000 12384.00| 0.70000 8668.80| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-0471) | | | 0117 514E00056 11245.000 SF | 1.00000 11245.00| 0.70000 7871.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-0667L/R) | | | 0118 514E00056 17414.000 SF | 1.00000 17414.00| 0.70000 12189.80| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-0873L/R) | | | 0119 514E00056 12718.000 SF | 1.00000 12718.00| 0.70000 8902.60| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-0959) | | | 0120 514E00056 12165.000 SF | 1.00000 12165.00| 0.70000 8515.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (MAD-71-1145) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -21 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0121 514E00056 12428.000 SF | 1.00000 12428.00| 0.70000 8699.60| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (PIC-71-0099) | | | 0122 514E00056 19195.000 SF | 1.00000 19195.00| 0.70000 13436.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, PRIME COAT, SYSTEM OZEU | | | (PIC-71-0278) | | | 0123 514E00060 12384.000 SF | 1.00000 12384.00| 0.70000 8668.80| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-0471) | | | 0124 514E00060 11245.000 SF | 1.00000 11245.00| 0.70000 7871.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-0667L/R) | | | 0125 514E00060 17414.000 SF | 1.00000 17414.00| 0.70000 12189.80| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-0873L/R) | | | 0126 514E00060 12718.000 SF | 1.00000 12718.00| 0.70000 8902.60| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-0959) | | | 0127 514E00060 12165.000 SF | 1.00000 12165.00| 0.70000 8515.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (MAD-71-1145) | | | 0128 514E00060 12428.000 SF | 1.00000 12428.00| 0.70000 8699.60| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (PIC-71-0099) | | | 0129 514E00060 19195.000 SF | 1.00000 19195.00| 0.70000 13436.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, INTERMEDIATE COAT, SYSTEM OZEU | | | (PIC-71-0278) | | | 0130 514E00066 12384.000 SF | 0.50000 6192.00| 0.70000 8668.80| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-0471) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -22 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0131 514E00066 11245.000 SF | 0.50000 5622.50| 0.70000 7871.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-0667L/R) | | | 0132 514E00066 17414.000 SF | 0.50000 8707.00| 0.70000 12189.80| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-0873L/R) | | | 0133 514E00066 12718.000 SF | 0.50000 6359.00| 0.70000 8902.60| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-0959) | | | 0134 514E00066 12165.000 SF | 0.50000 6082.50| 0.70000 8515.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (MAD-71-1145) | | | 0135 514E00066 12428.000 SF | 0.50000 6214.00| 0.70000 8699.60| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (PIC-71-0099) | | | 0136 514E00066 19195.000 SF | 0.50000 9597.50| 0.70000 13436.50| SPECIAL - FIELD PAINTING OF EXISTING | | | STEEL, FINISH COAT, SYSTEM OZEU | | | (PIC-71-0278) | | | 0137 516E11800 578.000 LF | 57.00000 32946.00| 48.50000 28033.00| VERTICAL EXTENSION OF STRUCTURAL | | | EXPANSION JOINT | | | 0138 516E11900 11.000 LF | 450.00000 4950.00| 575.00000 6325.00| HORIZONTAL EXTENSION OF STRUCTURAL | | | EXPANSION JOINT | | | 0139 516E13600 100.000 SF | 5.00000 500.00| 1.25000 125.00| 1" PREFORMED EXPANSION JOINT FILLER | | | 0140 519E11100 1420.000 SF | 5.00000 7100.00| 71.00000 100820.00| PATCHING CONCRETE STRUCTURE | | | 0141 845E10300 4545.000 SY | 35.33000 160574.85| 39.50000 179527.50| LATEX MODIFIED CONCRETE OVERLAY (1-1/4" | | | THICK) | | | 0142 845E11000 109.000 CY | 240.00000 26160.00| 950.00000 103550.00| LATEX MODIFIED CONCRETE, VARIABLE | | | THICKNESS | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -23 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

======|(4) 34-0905448 |(5) 31-1023518 | |CENTRAL-ALLIED ENTERPRISES I|KOKOSING CONSTRUCTION COMPAN| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0143 850E12000 8116.000 SY | 27.89000 226355.24| 35.25000 286089.00| SUPERPLASTICIZED DENSE CONCRETE OVERLAY | | | (1-3/4" THICK) | | | 0144 850E20000 341.000 CY | 70.00000 23870.00| 950.00000 323950.00| SUPERPLASTICIZED DENSE CONCRETE OVERLAY | | | (VARIABLE THICKNESS) | | | SECTION TOTALS | $ 1,667,991.40| $ 2,211,527.10| ------+------+------+------SECTION 0008 INCIDENTALS | | | 0145 100E00400 2800.000 HOUR| 1.00000 2800.00| 1.00000 2800.00| SPECIAL - TRAINING PER FHPM 6-4-1-2 (4 | | | TRAINEES) | | | 0146 103E05000 LUMP| 180000.00000 180000.00| 67500.00000 67500.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0147 614E11001 LUMP| 713186.18000 713186.18| 136038.00000 136038.00| MAINTAINING TRAFFIC, AS PER PLAN | | | 0148 619E15020 LUMP| 53000.00000 53000.00| 12000.00000 12000.00| FIELD OFFICE, TYPE C | | | 0149 619E25010 LUMP| 4200.00000 4200.00| 4000.00000 4000.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | | 0150 623E10000 LUMP| 71357.65000 71357.65| 11500.00000 11500.00| CONSTRUCTION LAYOUT STAKES | | | 0151 624E10000 LUMP| 400000.00000 400000.00| 400000.00000 400000.00| MOBILIZATION | | | SECTION TOTALS | $ 1,424,543.83| $ 633,838.00| ------+------+------+------SECTION 0001 ROADWAY | | | 0200 202E23000 9000.000 SY | 6.57000 59130.00| 5.50000 49500.00| PAVEMENT REMOVED | | | SECTION TOTALS | $ 59,130.00| $ 49,500.00| ------+------+------+------SECTION 0004 PAVEMENT | | | 0201 690E98100 54064.000 LF | 0.40000 21625.60| 0.20000 10812.80| SPECIAL - ROADWAY, MISC.: SAWING OF | | | ASPHALT CONCRETE INTERMEDIATE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 022 -24 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950214 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 022 CONTRACT ID : CMAD5857 COUNTIES : MADISON PICKAWAY LETTING DATE : 05/24/95 10:00 AM DISTRICT : 06

SET-ASIDE :

ODOT PROJECT NUMBER : 950225 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 023 CONTRACT ID : MJAC14994 COUNTIES : JACKSON LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09 CONTRACT TIME : 08/31/95 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : NON FEDERAL FOR IMPROVING VARIOUS SECTIONS OF STATE ROUTE 93, CITY OF JACKSON AND VILLAGE OF COALTON, JACKSON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVEMENT PLANING AND REPAIR, AND RESUFACING WITH ASPAHLT CONCRETE.

SET-ASIDE :

VENDOR RANKING :

------TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID

------1 31-4357274 SHELLY COMPANY THE (INC) $ 317,508.70 100.0000% 2 31-4351261 SHELLY & SANDS INC P O BOX 1585 $ 319,997.96 100.7839% ======|(1) 31-4357274 |(2) 31-4351261 | |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------SECTION 0001 ITEMS OF WORK | | | 0001 202E54100 815.000 EACH| 2.24000 1825.60| 4.16000 3390.40| RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | | 0002 252E01000 325.000 SY | 44.27000 14387.75| 51.42000 16711.50| FULL DEPTH RIGID PAVEMENT REMOVAL AND | | | FLEXIBLE REPLACEMENT | | | 0003 252E01500 1000.000 LF | 3.32000 3320.00| 2.96000 2960.00| FULL DEPTH PAVEMENT SAWING | | | 0004 253E02000 50.000 CY | 208.00000 10400.00| 197.08000 9854.00| PAVEMENT REPAIR | | | 0005 254E01000 7302.000 SY | 1.03000 7521.06| 0.90000 6571.80| PAVEMENT PLANING, BITUMINOUS | | | 0006 407E10000 7662.000 GAL | 0.58000 4443.96| 0.98000 7508.76| TACK COAT | | | 0007 448E15514 1419.000 CY | 45.13000 64039.47| 41.74000 59229.06| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1, PG64-22 | | | 0008 448E15564 2837.000 CY | 45.04000 127778.48| 41.74000 118416.38| ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | PG64-22 | | | 0009 605E31100 250.000 LF | 5.80000 1450.00| 3.64000 910.00| AGGREGATE DRAIN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 06/22/95 PAGE : 023 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 950225 AWARDED VENDOR NUMBER : 31-4357274 CALL ORDER : 023 CONTRACT ID : MJAC14994 COUNTIES : JACKSON LETTING DATE : 05/24/95 10:00 AM DISTRICT : 09

SET-ASIDE :

======|(1) 31-4357274 |(2) 31-4351261 | |SHELLY COMPANY THE (INC) |SHELLY & SANDS INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------+------+------+------0010 614E12460 30.000 EACH| 29.53000 885.90| 41.60000 1248.00| WORK ZONE MARKING SIGN | | | 0011 614E21400 15.960 MILE| 159.14000 2539.87| 364.00000 5809.44| TEMPORARY CENTER LINE, CLASS II | | | 0012 617E10100 1437.000 CY | 19.51000 28035.87| 29.59000 42520.83| COMPACTED AGGREGATE, TYPE A | | | 0013 617E25000 14.000 MGAL| 5.74000 80.36| 5.20000 72.80| WATER | | | 0014 621E00100 996.000 EACH| 26.57000 26463.72| 23.70000 23605.20| RAISED PAVEMENT MARKER | | | 0015 642E00102 15.540 MILE| 296.17000 4602.48| 264.16000 4105.05| EDGE LINE, TYPE 2 | | | 0016 642E00302 7.770 MILE| 430.27000 3343.20| 383.76000 2981.82| CENTER LINE, TYPE 2 | | | 0017 645E00490 64.000 LF | 8.15000 521.60| 9.88000 632.32| STOP LINE, TYPE A | | | 0018 645E00590 240.000 LF | 5.84000 1401.60| 5.20000 1248.00| CROSSWALK LINE, TYPE A | | | SECTION TOTALS | $ 303,040.92| $ 307,775.36| ------+------+------+------SECTION 0002 INCIDENTALS | | | 0019 103E05000 LUMP| 1166.04000 1166.04| 1367.60000 1367.60| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | | 0020 614E11000 LUMP| 9512.10000 9512.10| 9815.00000 9815.00| MAINTAINING TRAFFIC | | | 0021 624E10000 LUMP| 3789.64000 3789.64| 1040.00000 1040.00| MOBILIZATION | | | SECTION TOTALS | $ 14,467.78| $ 12,222.60| ------+------+------+------CONTRACT TOTALS | $ 317,508.70| $ 319,997.96| ======6